The URL can be used to link to this page

Home My WebLink About1 LEGOLAND DR; TECH COASTER; CB003232; Permitcity·of Carlsbad I 1635 Faraday Av Carlsbad, CA 92008 10/26/2000 Commercial/Industrial Permit Permit No: CB003232 Building lnspe,btiqn Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 1 LEGO DR CBAD COMMIND' 2111000900 . . ,., Sub Type: Lot#: Status: Valuation: $220,000.00 Construction Type: COMM 0 NEW Applied: ISSUED 09/01/2000 JM 10/26/2000 10/26/2000 Occupancy Group: Reference #: Entered By: Project Title: LEGOLAND-Plan Approved: TECHNIC COASTER FOUNDATION & AREA DEV Issued: Inspect Area: Applicant: Owner: FEND JIM LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG 1 LEGO DRIVE CARLSBAD CA 92008 760-918-5461 Total Fees: $1,873;98 Building Permit Add'I Building Permit Fee· Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee STD #2 Fee STD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fe~ . C/0 PROPERTY TAX SERV2~ 10/26/00 0002 01 PO B.OX 543185 CGP DALLAS TX 75354 Total Payments 'i" o' Date: .$0:00 Balance Due: $1,873.98 $1,o;fr.08 '$0.00 $676.70 $0.00 .· · $0.00· ·$4(3.~0 $0:00 ·. $0.00::-· $0.00 '· . $0.00 $0.00 $0.00 $0.00 $0,00 .$0.00 $0,00 $0.00 Meter.Size ·· Add'l ·Recl. Water Con. Fee Meter Fee . ,f$DCWA Fee C,fD Payoff Fee. " F'FF PFF (CFO FLlnd) (i6e'n$e Tax· l.icerise Tax (CFO Fund) . T:rafffc Impact Fee · · ,:r,raffi~ l,mpact (CFD Fund)' ~f?MZ Transportation Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage· Fee: Sewer Fee: · Redev Parking Fee: TOTAL PERMIT FEES FINAL APPROVAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $110.00 $0.00 $0.00 $0-.00 $0.00 $1,873.98 Date: 1rzJr-O/ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees,. dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued·to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure. to timely.follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specifiedfees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or. service fees in connection with !his project. NOR DOES IT APPLY to any fees/exactions of which ou have· reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. 02 ,..-;-.Jr') !"""'f-1 Materials Testing March 23, 2001 City of Carlsbad Building Department Building Official 1635 Faraday Carlsbad, CA 92008 Re: Testing and Inspection . · Technic Coaster Ride, LEGOLAND Dear City ofCarlsbad, Special Inspection Services Geotechnical Testing This letter is to confirm that Teratest L~bs,_.J,:ic. approved by the City of San Diego, Coty of Los Angeles, DSA, CCRL, Caltrans:and Army Corps of Engineers, has inspected rebar size, placement amtobservation ofieady mixed concrete delivered to the job site to assure confotma:Q.c~ with mix design, slump requirements. Inspection included proper placemehtmethods and proper consolidation. All loads were placed in allowed time.and tojob,specific:ations~ All test cylinders reached required compressive strength in:allottedtime. High strength bolt testing for performed on approximately 25% of bolts in the ride: All met required tension. No deficiencies were observed at any time,· everything inspected or tested by Teratrst Labs, Inc. has met city cod~s and the UBC. If there is any questions or clarifications ,rieeded please don't hesitate to call me at 949-253-5922 ext 173. · Respectfully submitted, Teratest Labs, Inc. Berdge Jolakian, RCE Cc: LEGOLAND California One Lego Drive Carlsbad, California 92008 . Attn: Jim Fend 17781 Cowan Ave., Ste.150 Irvine, CA 92614 949. 253. 5922 dispatch 949. 222. 5321 fox 949. 263. 8843 ,·. ~: ,, ' • • Project No.: Project N'ame: / Lt!{r,-t) ff.'(\_: f tc'\ Pf\N!lor.J ,io,st-oit"' Date: I Report No. 7 .. ((J., Q f . . Location: I Client/Contractor: / t ~ r. ""' L ·1--f't.. Field Supervisor: ( Observation/Testing of: Equipment Working: Summary of Operations: ( A/r·\ M" I Geologist: Author: Supt/Foreman: k' f1., 1(\.t\\ Day: M Q)W T F S S Weather: 't-(. ,::: (:, ~ Soil Engineer: Tech Hours Today's Yardage: Yardage to Date: Af"iy'-c1,.,,c,-.f "i-< / ~~-,;, ,(1),,,..l llf t4~J,,._.. .r1 1~~,'-o r:t~ W"1ff..t,,,.,.-44"J ~ /.'(ty41,~•u.,..,..., 'fl"'! /4 ~.::. f ·i;.1t71f'(1(.,y 4'i,(..,f,,r-,,!-'1" m~ /J~v-' /;'1,1,-.(111'7,·,;,µ, :r 1:-Si..<-.· ... p. jt';n1"',,.-t..,. i:rt;~..,,.~, •. ,v --1·1 --.... ;:: --;:-. == --....._~-- White -File Copy ,~···· LEIGHTON AND ASSOCIATES, INC. DAILY FIELD REPORT Yellow -Client Copy Pink -Field Copy Page_'_of \ Received By: • . ·-r~~-I ,::::l I )-I J "' . '.!,' ,-:. _ _.;;:--/I 3910 1098 Gold -Client/Agency Copy .r • Geotechliical and Environmental Engineering Consuhants fOOTING OBSERVATION SUMMARY Project No.: °If;> .o J S I~ () l S-- Location: ----------------------------------------------- Plan File No.: _____ Permit No.: _____ _ -,-.. I 1 •<S;"1J/-" • "'{,"r,J J /' -· ... , 1 n,..en.,,;t_-r't( / ,J.. j\ \ Referenced Geptechnical Report(s ): ...,. " v-u-1"\ t;f ~1 N.;; ..-er "'--f-' L--"t' -r:l Obseo,ation $u1Timary ~ ulL :Initials 2-?o-<>t Date s~ Initia~ 7:-?o-t· 1 Date N/ ./Jr. initials . ____ Date '$ vt Initials Z-7~-0'.Date A representative of J_.eighton ancl ~sociates observed onsite soil conditions. · Soil conditions at the site are substantially iI:i conformance . with those assumed in the geotechnical repoq. ' ' ' . ' A representative of Leighton and Associates observed and measured · footing excavation .depth/width. Footing excavatio~ extend t~ proper depth and bearing strata and are in general conformance with .recommendations of the geotechnical report. A repr~enta,tive of Leighton and Associates measured fodting setback from slope face. The setback ·was in, general accordance_ with. the recommendations of the gebtechnical report. 'Feo~f,.J(,,! . t;,,..___ tnA,,-., .Su'3$,'7fit'1i•,-J f\J, t,v. c>/·'cc,,~~ Notes·to SuperintjIDdent/Foremanr---------- 1. Eoot~tions should. be cleaned of loose debris and thoroughly moistened J t prior to . .--.. placi,ng co:Q.crete. · · , · ·-, · 2. Based on expa~ion potential of underlying .soils,_· presoaking of s;o· below slabs may be recommended. Constilt -the geotechnical report for presoaking recomme dations. We note that clayey soils may take an extended period of time and the contractor sho d schedule accordingly. .. · Ip. the event o,f a site clia,nge subsequent to Ol,U' footing ob~t:i6ri and prior to concrete · ' pla --enL(.i&, heavy_ rain, etc.), we should be contagecl..te--pefform additional site observations. Notes to Building Inspector 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion indeJC test results -are contained m the As.:Gradect Geotechpital Report provided at the completion of grading . Representative of Leighton and Associates, Inc. 3934 MURPHY CANYON ROAD, SUITE B205, SAN DlgGO, CA 92123 s, trfrlP! -r Ly,..~ r¥1D (__ /v-1.. t-~ . ·oate (619) 292-.8030 • (800) 447-2626 FAX (6:19) 292-0771 "' :::Tcihn 6u,-'.j/UW '1D k-S:?'11.dUi':'.} 3 C1J~ &k'~~ 0 0 1§1 ·, ~· rz.; 0 0 .. <o .... ~-.: I ! ·-.... I I ,,. ,~ ~;;~-. .. , i=J· ~O RAiLS· )el !i,7 ~ \:,\ I to i: .. "' ii I ~ ti\ ' .... \ I I II T l f l I t l I \ ; t © 0 © I i I l I i I Cl) I I i l ! I l 6 l <D -~ . -l ·, HANO RAILS NOTE: HANOffAllS AA~ TO 8£ CONTINUOUS THE f"U(.1 LENGTH OF RAMPS ANO I.ANDI GS AS SHOWN ON PLANS ( ~ aau m~ _ ~ \. 1 '( ·~~ ~ • @ I l ~~ ~ETAIL OF RAMPs TO ACCESS THE PLATFORM =@ 0 2 ~ I!;?; ncorporat<?d Independent Testing & Engineering SeNices forElec;lrical Power Systems March 17, 2001 Dynalectric 9505 Chesapeake Drive San Diego, CA 92123 Attention: Mr. Mike Sparks Subject: D.C. High Potential Testing eti Reference No. 2216048 Dear Mr. Sparks: San Diego Area Office 9835 CARROLL CENTER RD (103) SAN DIEGO, CA 92126 (858) 695-9551 FAX (858) 695-0861 Enclosed is one copy of t_h.e Sl,Jbject test report as prepared by our lead field engineer. It was our pleasure to be of service to you on this project. _ If you have any questions, or if we can be of further assistance,· please do not hesitate to call. Sincerely, Electro-Test, Inc. ' Enclosures ,.-. ~l(-\ctr incorporat0d San Diego Area Office 9835 CARROLL CENTER RD (103) SAN DIEGO, CA 92126 Independent Testing & Engineering Services for Electrical Power Systems (858) 695-9551 FAX (858) 695-0861 eti Reference No. 2216048 March 17, 2001 for Dynalectric 9505 Chesapeake Drive San Diego, CA 92123 Attention: Mr. Mike Sparks Submitted By: Reviewed By: Ken Evans Field Engineer ' Leif Hoagberg Area Manager TABLE OF CONTENTS 1 PURPOSE Page 1 2 SUMMARY Page 1 3 EQUIPMENT TESTED AND .INSPECTED Page 1 4 PROCEDURES Page 1 5 RESULTS AND RECOMMENDATIONS Page3 6 APPENDIX 1 PURPOSE 1.1 The purpose of infrared inspections is to provide information relative to the physical condition of the electrical distripution system. Loose and poor connections, unbalanced loads, and loose bus joints can be located. These conditions are characterized by increased resistance and accompanied by a temperature rise, which is detected by infrared scanning. The survey was performed while the sys.tern was loaded, representative of a "normal" workday. 2 SUMMARY 2. 1 This project was initiated by Mr. Mike Sparks with Oynalectric. All testing was performed by Electro-test Field Engineer Ken Evans, between Tuesday, March 13, 2001 and Thursday, March 15, 2001. 2.2 Please refer to Section 5 "Results and Recommendations" for complete d~tails of thE3. testihg. 3 EQUIPMENT TESTED AND INSPECTED 3.1 15 KV Cables 4 PROCEDURES 4. 1 Medium Voltage Cables (69 kV maximum) 4.1.1 Visual and Mechahical Inspection .1 Inspected exposed cable section for tracking1 corona and physical damage . . 2 Inspected shield grounding, cable support and termination installation . . 3 Verified that visible cable bends meet or exceed ICEA and/or manufacturer's. minimum allowable bending radius . .4 Cleaned all creepag·e surfaces of termination . . 5 Inspect for correct circuit identification and. arrangements. eti Reference No.2216048 Page 1 .6 If cables are terminated through window-type current transformers, make an inspection to verify that neutral and ground conductors are correctly placed a-nd that shields are correctly terminated for operati.on of protective devices. 4.1.2 Electrical Tests .1 Performed shield cbntinuity resistance test. .2 Performed insulation resistance test phase to ground and phase to phase for one minute . . 3 The temperature and relative humidity was measured and recorded . .4 Performed DC :high-potential test using. Step Voltage Method: .5 Each conductor was individually tested with all other conductors grounded. All shields were grounded. • Corona .at terrnir:iations was suppressed by guard ring, field reduction sphere, or other suitable methods. • A DC high-potential was applied in at least five equal increments until maximum test voltage was reached. No increment shall exceed the voltage rating of the cable. DC leakage current was recorded at each step after a constant stabilization time, consistent with system charging current decay. A graphic plot was made of leakage ·current (Y axis) versus voltage (X axis) at each increment. • The maximum test voltage was held for a total of t5 minutes on shielded cable and five minutes on nonshieJded cable or as specified by the manufacturer. Readings of leakage current (Y axis) versus time (X axis) were recorded and plotted on thirty-second intervals for the first two minutes and every minute thereafter . . 6 Performed voltage decrement test by reducing the applied test voltage to zero and monitoring voltage decay versus time . . 7 Applied grounds for a time period adequate to drain all insulation stored potential. eti Reference No.2216048 Page 2 5 RESULTS AND RECOMMENDATIONS 5. 1 The test results and evaluation indicate the cables are satisfactory for energization. eti Reference No.2216048 Page3 LOCATION: SY-.(ITCHGEAR DESIGNATION: 10.:.01,c,;4 CONTROLS CORONA SUPRESSION SPACE CHARGE CONTAINMENT GROUND PLANE .C~~ LOAD: LINE MEGGER TEST@ 1 1 ' I) VOLTS DC@ MIN. IN MEGOHMS I TEST Pre-Hypot Post-Hypot VOLT KV NOTES: A-GND 8-GND II<-/I<- '.k 'JL STEP VOLTAGE TEST PH.A LEAKAGE CURRENT MICROAMP$ PH.B PH.C C-GND A-8 B-C C-A ABSORPTION TEST -. TIME LEAKAGE CURRENT@ ..J.L KV MICROMtPS PH.C D.C. HIGH POTENTIAL TEST REPORT ETIJOB NO.: C. <-I ~Cl l" & DATE: ENGINEER: - LOAD SHIELD CONTINUITY TEST IN OHMS A B C .a. L 0. l. 0-'L 0-"L o.~ VOLTAGE DECREMENT TEST · TIME DECAY VOLTAGE KILOVOLTS PH.A PH.B PH.C 2. :;li:1 0 0 0 S2 A 0 ==============================================================~..---PA'"""G=-E1-1-J:f _ __,~ ~ 1993 ETI / ~ '\' en 0. :i: <{ 0 0:: 0 :i: CABLE HIGHPOTENTIAL TEST #1 (ETI# 2216048a) 2·5 I i i l l I I I I I I I I I I I I I 1 1 1 ·-----. ·, 2 , ·, ---·, .. --· ·.... ·-. ·, . ' ~i---,-. • --------.. .. _ , .. 1.5 •. ,. ~--,... '•, ·-., ••• ·-., •••••• ·-•• ••••• ·-.. ~-"1...· ,___, - ----· 1 ·-. . ·,' . . o.sm 11111111111111111111 O I I I I I I I I I I I I l I I I I I I I I I I 11 22 33 44 55 65 0.5 1 VOLTAGE(kV)-STEP 1.5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TIME(MINUTES) -ABSORPTION @ 65kV LOCATION: SWITCHGEAR DES.IGNATIONf.: FEEDER IDENTIFICATION: M tf .v 1$£ <... ~ I' iv, (,...,, ./11) .s • D-c_ .s "'' TERMINATIONS/SHIELD REMOVAL LINE: CONTROLS CO ONA Sl,JPRESSION SPACE CHARGE CONTAINMENT GROUND PLANE LOAD: LINE MEGGER TEST@ I" ->o VOLTS DC@ MIN IN MEGOHMS ' TEST Pre-Hypot Post-Hypot VOLT KV t/ NOTES: A-GND B-GND STEP VOLTAGE TEST PH.A LEAKAGE CURRENT MICROAMPS PH.8 PH.C . ,_ .5 ., /. i> I. t. .1... /. ! /. C-GND A-8 B-C C-A k /k t4.. /4 I'-If<.; i. (i. ABSORPTION TEST TIME LEAKAGE CURRENT@ '"'ICROAJ.!PS MIN PH.A .PH.B PH.C /. ( (. ~ rr /. ( (. -;_ EST NO.: 1.,.. D.C. HIGH POTENTIAL TEST REPORT ETIJOBNO.: 2 2./ DATE: J-1:r-c/ ENGINEER: LOAD E: SHIELD CONTINUITY TEST IN OHMS A 6, '2...- 6, '2..- KV · TIME SEC. B C CJ ....-.... 6, '- (S/'2,...--fJ_ 'L, VOLTAGE DECREMENT TEST DECAY VOLTAGE KILOVOLTS PH.A PH.B PH.C s-J 5:' I I I -~ ,, 0 C ~ 0 1---------------------............ ------'------------..,...-,::-=:-------'o PAGE .3/f _., ~ 1993 ETI U) 0.. ~ < 0 0:: 0 :E ~ {' 2 1.8 1.6 1.4 1.2 1 CABLE HIGHPOTENTIAL TEST #1 (ETI# 2216048b) ,--... J ·. . · -N="Kr·· 1·· .. V . . . . N=.J ,~r··-r· ... 0.4 ~ _ -~· I I 0.2 0 I I I I I I I I I I I . I I I I I I I I j I I I 11 22 33 44 .55 65 0.5 1 1.5 . 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VOLTAGE(kV) -STEP TIME(MINUTES) -ABSORPTION @ 65kV , • , MAR 2? '01 04:36PM ETI SAN-DIEGO Independent Testing & Engineering Services for Energy Systems March 7, 2001 Legoland California One LEGO Drive Carlsbad, CA 92008 Attention: Mc Jim Fend P,2/4 Sdn Plego SeNlce Centvl' 9835 CAA ROLL CENTER RD. SUn'! 103 SAN DIEGO, CA 9212MS07 (&ill) ess-9551 FAX (1519) 805-0881 Subject: Field Evaluation of a Techink Coaster Ride installed at Legoland. ETI Reference: 221-6072 and ETI letter dated March 7,2001. Dear Mr. Fend: During the initial inspection on March E?, 2001, the wiring for the ride control panels had not been completely installed and ETI not~d two items that required clarification. ETI reinspected the control panels on March 26, 2001 and obteined the necessary clarification. As stated in the original letter, the main AC panels and the PLC panels are listed by Underwriters Laboratories (UL). The major components are either UL listed or labeled by UL as a Recognized Component and the recognized components appear to be properly applied within their ratings. On this last trip, ETI verified that the grounding conductors were properly installed. The first item that required clarification is related to the equipment nameplate full load current rating and· the branch circuit protection as follows: 1. The equipment nameplate in the main AC section (MCC panels) states that this equipment has a i 60-amp full load current rating. The main AC Power Disconnect Switch mounted in the main AC section is rated at 150 amps. The circuit breaker supplying 480 volts power to this equipment (branch circuit breaker) is rated at 125 amps. ·1t the 160 amp ful_l load current rating noted on the equipment is correct, the.125 amp circuit breaker is too small. If the actual current is leSiS than 125 amps, then there is ho problem. If the 125 amp circuit breaker is replaced with a larger breaker than the br~aker should not exceed 150 amps, which is the rating of the equipment mounted, disconnect switch. Correction: The full load current shown on the nameplate is incorrect and is to be changed from 1'60 amps to 150 amps, fhe manufacturer is aware of this. The 1:2s.amp branch circuit breaker has been replaced with a 200-amp circuit breaker. 3/0 AWG conductors are run from this circuit breaker to the input , MAR 27 '01 04: 40PM ETI SAN. JIEGO, P.1/1 terminals in the first enclosure. Thi~ wire i$ rated at 75 Deg Candis correctly sized for overcurrent protection by the 200-amp breaker. ETI verified that the terminations on the main, equipment mounted, circuit breaker are ~lso 75 Deg c. rated. · ETI recommends that the input current and voltage be measured, with the ride operating under normal conditions., at the equipment mounted main circuit breaker as baseline data for future reference. The current should be measured with a. Fluke 87, or similar meter than can monitor current over time. This will allow documentation of the maximum, minimum and average current values. The second item made reference to signs inside the control panels indicating that there was a second .power source that was not de-energized when the main circuit breaker was turned off. This item was described as follows: There are signs in the PLC sections that state that various devices are still energized when the. main power is off. This implies that these components are · supplied power from a separate power source. However, ETI has been informed that there is no other source except from the main AC panels. Legoland should determine, with 9ertainty, if the components are powered from a separate power source. If they are1 a disconnect switch .for this power source should be readily accessible and within sight of the equipment and the Ioec;ttion of the disconnect means needs to be identified in the applicable-PLC panels. ff there is no additional power source than the signs should be removed as they are confusing. Note: It is unknown if removal of these signs would affect the UL Listing of the panels. · Correction: There ~ a separate 1·20 volt power source for specific 120 volt components that is not de-energized when the main power circuit breaker is turned off. ETI has determined that there is a separate circuit breaker in one of the control panels that can be used to de.energize the identified components. ETI has requested that a sign be added to each of the panels identifying the location of this circuit breaker, ETI reviewed the drawings for this equipment With respect to component overcurrent protection and found no discrepancies. Except for fan motors, each of the motors on the ride are powered from an electronic drive. These drives contain internal protection against motor short-circuits from phase to ground and from phase to phase. Because of this protection, ETI was unable to check the conductors rl:Jn from the control panel to motors on the ride for insulation resistance. It was noted that the ride had been in operational test mode for some -time and .there were no problems related to damag~d conductor insulation. -~ MAR 27 '01 04:3?PM ETI SAN DI~GO P,4/4 If you have any questions or need further information, please do not hesitate to call Mr. Leif Hoagberg or myself at 858-69S.,.9551. Sincerely J)oH tu .d,.r,.-- Don Weber Senior Compliance Engineer Copy: Mr. Pete Kowny A AMERICAN SPECIALTY™ Markets Professional Sports Motorsports Amateur Sports Interscholastic Intercollegiate Organizing Committees Leisure Premier Risk Management Services for the Sport8* Entertainment Industry Worldwide. 142 North Main Street Roanoke, Indiana 46783-0309 219-672-8800 219-672-8835 FAX Internet: amerspec.com March 26, 2001 City of Carlsbad Building Officials American Specialty Insurance Services, Inc. I ·'r In aGcordance with and subject .to tp.e t~,nns of our Loss Control Evaluation Agreement with Lego land Califoraja-tlits }lQCUJD.ent is to serve as formal notice that American Specialty Risk Management Services LLC, headquartered in Roanoke, Indiap._~, has completed an evaluation of the rides identified in the attached Addenda and located on the grounds of Legoland California, 1 LEGO Drive, Carlsbad, California. -The firial evaluation was performed on March 28, 2001. Xt is the opinion of American Specialty Risk Management Services LLC that the ride has been installed in accordance with manufacturer's specifications, A.S.T.M., ~~ well as, current amusement industry standards and, as such, are available for general use at the time of the evaluation. American Specialty Risk Management Services LLC represents and Legoland California acknowledges that nay written report or other document prepared as a result of the evaluation reflects only the conditions of the facility on the date and time of the evaluation. American Specialty Risk Management Services LLC, makes no warranties of any kind, express or implied, in connection with the evaluation, or any report prepared in connection with the evaluation. American Specialty does not warrant that its evaluation or any recommendations or considerations it makes tot he client or to the City of Carlsbad, California, in connection with the evaluation, even if complied with by Legoland California, will guarantee the prevention of any accident, injury, loss or damage of any kind. Due tot he nature of Legoland California's business and operations, American Specialty cannot forecast any accident, injury, loss, or damaged, or the severity thereof, that may occur in the future on Legoland California's property of facility. Sincerely, nee Carr Senior Loss Prevention Specialist A . ' AMERICAN SPECIALTY~ ADDENDUM With respect to the Technic Coaster: • We conducted operational testing. Items tested are as follows: 1. Verified the Safety Envelope 2. Witnessed ride start up sequence 3. Reviewed standard operator positions 4. Repeated rides in rider positions to evaluate the ride performance 5. Witnessed typical operation of the ride by the operator • We visually examined the structure, mechanical, and electrical components which are in plain view, obvious, and readily visible to the naked eye. • Performed a safety system check. Items checked are as follows: 1. Witnessed emergency stop and re-start • Identified and took photographs of certain items the specialist believed posed a potential safety exposure, these items required attention and/or correction and have been completed to our satisfaction. • Evaluated the current preventive maintenance program. arr Senior Loss Prevention Specialist c8 lAA.AR.Cb..L Date tebrati11.§'" __ 1ce &1~0\ ::::: (n ~ --=--=== -----Leighton and Associates ----1961 -2001 GEOTECHNICAL CONSULTANTS To: Attention: Subject: Permit No.: References: LEGOLAND California 1 Lego Drive Carlsbad, California 920084 · Mr. Jim Fend March 18, 2001 Project No. 960-151-015 Summary of Geotechriical foundatio!i Observations, Technic Coaster, Legoland Theme Park, East Expansion Area,:Carlsbaq,·califotnia. CB003232 Leighton and · Associate:s, foe., 19.99; Updated Geotechnical Report, Proposed East Expansion Ar~~, LEGOLAND Theme Park, Carlsbad, California, Project No.: 960151- 010, dated December 10, 1999· ---, 2000, Geotechnical Investigation antl Foundation Design for the Proposed Technic Coaster Located-at the Proposed East Expansion Area, Legoland Theme Park, City of Carlsbad~ California, Proje9t~0. 9601.5-1..:013, dated September 18, 2000 ---, 2001, As-Graded Report -of Rough and Fine Grading, East Expansion Area, Leg0land Theme Park, Carlsbad, California, Project No. 960151-015, dated February 20, 2001 As requested, Leighton and Assqciates, I11c. perfomi~d geotechnical observations during excavation of foundations associated with the Technic Coaster ride:· Based. on observations made during construction, the soil conditions encountered were generally as -~nticipated during preparation of the preliminary geotechnical reports (Leighton 1999 and 2000) and recomm~ndations provided in those reports are considered appropriate for the design of the sttu¢ti.lre foundations. Test results and geotechnical observations related to placement of compacted fill were summarized in the as-graded report (Leighton, 2001). - .Respectfully submitted, TES, INC. Distribution: (2) Addressee 3934 Murphy Canyon Road, #8205, San Oiego, CA 92123-4425 (858) 292-1;1030 ·• FAX (858) 292-0771 • www.leightongeo.com r..erCA.. -T-e;5 r· ~ Pro'ect Name: L Pro·ect Address: Owners Name/ Address: General Contractor/ Address: Sub-Contractor/ Address: 4~ En ineer/ Address: TYPE OF INSPECTION D WELDING O EPOXY i>('REINFORCED CONCRETE O H.S. BO[TS D MASONRY D FIREPROOFING WELDERS· LIC.# ·EXP.DATE SUMMARY OF WORK INSPECTED .. F DATE GROUT MORTAR SPECIAL INSPECTION REPORT 0 GUNITE D N.D.T. .D .SHOTCRETE ··· I D STRUCTURAL STEEL ASSEMBLY 0 PRESTRESSED CONCRETE D SOILS ··-,, ,,. \. HOURS .O.T. TIMEIN /o.:ilo BLOCK PRISMS Date City Of Permit# D OTHER Phone: Phone: Phone: Phone: Phone: ; TIME OUT ZZ :10 DENSITY All inspections based on a minirnum of 4 hou,r$_ & pver 4_hours_-_hqur minimum. In addition, over, 8 hours and Saturday will be billed . at time and half. · -· -.. ATTORNEY'S FEE$ --If. any a9tion: at .. l~w or in.e_guity is .brought to enforce or. interpret the terms. ·of _this Contract,. the prevailtng party shall be entitled to reasonable attorney's fees; cost and necessary disbursements in addition to any other re ief to ich such party may be entitled. lnspecto'r Name: ~ ..':. C!PJ 11?--,-[t:..,._ Inspector's. Signature: ..-"'---,-='-----~--'-'---"'--=------- /J_~· • s· : . f ... ~~ . CERT~l~~TE O; CO_MP~JANCE ~ ~ _/ '° ,.?..L \ 1.D. No.</2.-. . . has been filed and it states tha:t the above work to the best of his/her knowledge 1 ions of the Building Code and.meets Approved Plans and Specification. Approved by -:::_:"k:.~?J,[.:::::.!:,.c!:,=:::::::_, __ ,~l)~P~, ( . Respecttu11y·$11bmitted By TERRA .--INSPECTION SERVICES SPECIAL INSPECTION REPORT PROJECT: Leco /4~ :S . ACCRESS: 11. /4;6 t,J {)r,'ve CllY: C11l;k1cd I G_ 1J© [ PERMIT#: {1_8e.o32-3:L ..DB ST.ART: ..DB STOP: l PLAN FILE #: ___ _ TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE.k FIELD WELDING_ EPOXY_ PRESTRESSED CONCRETE_ SHOP WELDING_·. BOLTING_ REINFORCING STEELK FIREPROOFING_ ::~nu~:E:~~~PE: 1~~~rJ&t 10/~~&3 C't@ji,) Inspection Date: :2F-d6{ .WO~ CONF<l™S W!1H Al'f'IP/cD PLANS /11,1D SPECIFCAJONS UIILESS OlHERMSE NOlED &x/tku~1 Cl(?7(?6 -lfj( Project Billing Information: . Print Name Certification# ,, f!4!L£! Sigffllure~~lal Inspector · Phone: ( ) ·---· _______ _ -F~( ) ________ _ TERRA INSPECTION .,. SERVICES SPECIAL INSPECTION REPORT PROJECT: L.e:;o /~ J .. ADDRESS: / L -'f8 a lt;v<-,, J b r , CllY: °'-r/s6c.._ cf . PERMIT#:. C.6' 00.1'2:,3Z. JOB START: JOB STOP: PLAN FILE#: TYPE OF OBSERVATIONS: MASONRY__ R~INFORCED CONCRETEX FIELD WELDING_ EPOXY_ PRESTRESSED CONCRETE_ SHOP WELDING__ BOLTI_NG_. REINF(?RCING STEEL_ FIREPROOFING_ SAMPLES: 'NUMBE·R: o/'°. -ffPE-:-------:~~-G;e~e...-~:e_ ___ -------------~- ~erial&'Design Mix NumbefS/PSI: #-~ I .r i CCJ"" c r -e,, '"R-(Pl i )(: # ~o .3 3 S-o <J T . Inspection D:rte: /-/8 --o I . REPORT /1..e ,,· /'i -e-cl .r-:..e-6~ ~ / 4.-c...e 11-1 ..e--T ~ r,~ Cf r f-o ·· ······-· ·r 1 ~ I 4 c .e 4-i .e-;:;__ -r .-4----c-1· ~ d~ so / ·/ c/D1..--r;ai,· ·o -f' S/oc> o ~ s .z Co.v1 c ,-..e...--7-e /h 1-rt1· ~A e ./4:i-r,.· .r .-&-~--:f-/d-'-' · " ..f" ~ G\.. /~ WORK INSPEClED CONFORMS 'NllH APPROVED PL.AN> AND SPECfCAlONS UNLESS OlHERNISE NOlED G-<-t-/ JG,-/41-L?/ cir · .. ----· ---Project-Billing Information: Print Name -:-. ·-,., .......... ~ -.Certification# ••w --C Y1:1 t·~, -~ . . ·"'11 ,,.. . , ~ ,.\ -; Phone: ( Fax: ( ,-}_·· ________ _ Signature of Special Inspector • ' .J .:,1;, .. ,, ... ' • • J .. ~ • . - TERRA INSPECTION SERVICES SPECIAL INSPECTION REPORT JOB STAAT: JOB STOP: Pl.AN FILE#: lYPE OF OBSERVATIONS: MASONRY__ REINFORCED CONCRETEK_ FIELD WELDING__ EPOXY_ PRESTRESSED CONCRETE__ SHOP WELDING_ BOLTING__ · REINF(?RCING STEEL_ FIREPROOFING_ ::~u~!E~~~EA~!!r~/.~1g 1f fa!ggid Cwo a12J:J) .. -- Inspection Cx:rte: ~ J~1t6I _ REPORT WORK INSPEClED CONFORMS WllH APPROVED PIANS AND sPECfCAlONS UNLESS OTI-IEMISE NOlED /f//Jv,y-itJk &a . /Jf 2200 -~ Project Billing Information: · Print Name Certification# _______ -_____ _ Phone: ( Fax: ( ) ______ ---'-- . ' . ~ TERRA INSPECTION SERVICES SPECIAL INSPECTION REPORT , ~3 PROJECT: let== #, . . AOORESS, 4 II ve. . CllY: Car(..1,a&. Ca t/21::l>K PERMIT#: Cb<:P32.3.2 .. I . ..DB START: ..DB STOP: PLAN FILE #: ___ _ TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE~ FIELD WELDING_ EPOXY_ . . ;, I -~ ---' --- WORK INSPEClED CONFORMS WITH APPROVED PlANS AND SPECFCAIDNS UNLESS 01H~E NOlED ~i}~ Ja,, ., · & 72'70 -&f Project BJl!ing lnformCltio~: . . . .. Print Nams , Certification#:. · · · · · . £' --' --i4il ' ' ' . µ ~ ; .. ' ' ' Signature of Special Inspector -\'• -_-... ·.,' ... Phone: (' · -·) _-___ ~_-_____ _ fax: ( ) ________ _ ,.., SPECIAL INSPECTION PROGRAM Date: October 3, 2000 Address or Legal Description: techni~ Coaster, Legoland, Californic!- Plan Check No.: 00-3232 Owner's Name: ---"L=-e-'-'-g=-o-"-la=n=d....,, c-"--· a-'--h~·u_om-'---'--ia'-'-. --,----~------- I, as the owner or agent of the owne:r (Contractors may not employ the special inspector), certify that I or the Architect/Engineer of record, will be responsible for em.ploying the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5.. · Signed: --'----------,------'------'-~~=::::::::::~----'--~-- program a~ re ia inspection a:,.gew~it\tb(z!'.site listed above. Signed: .o.c··-~~~~~~-"":..a~~~..:ft::::::_--~ljLtl.!f---=ijr4.J~~~------ 1. List of work requiring special inspection: GJ Soils Compliance Prior to Foundation D;ispection GJ Strucrn~al Concrete bver 2500 psi D Prestressed Concrete D Structural Masonry D Designer Specified GJ Field Welding D High Strength Bolting D Expansi~n/Epoxy Anchors D Sprayed On Fireproofing GJ Other: Drilled piers 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A.---------------,-----,------'-----,-,-------'-----B. ------,----,--,------'"-~------------~---'---'--'-----,--~-'--~- c. --------,---'---'-'---"--------'--"---,----'-------------- 3_ Duties of the special inspectors for the work listed' above: A. Soils -(est for proper mpisture cont¢nt and compaction of soils prior to pours. B. Drilled Piers -verify bearing strata and depth of drilled piers. Test slump and compressive strength of concrete. · C. Concrete -obtain 2 sets of cylinders for each pour. Test one set at 7 days; one at 28 days for compressive strength. Test slump at time of placernep.t. . D. Visually inspect all field weiding. Dye penetrant test all. ·Fuli penetration field welds. Special inspectors shall check in·with-the City and present their credentials for approval prior to beginning work on the job site. ,.,/ EsGil Corporation 1,n Partnersli.ip witli. {JinJemmeTJ,t for '1Juilifing Safetg DATE: Octobe.r 17, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3232 PROJECT ADDRESS: l iego Dr. ' .. SET: III a APPLICANT -~ a PLAN REVIEWER a EILE PROJECT NAME: Technic Coaster (Coaster Foundation & Covered Queue) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictionis building codes. !:8:J The plans transmitted herewith will substantially comply With the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith hav~ significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list t~ansmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. · D The applicant's copy of the ¢heck. list is enclosed for the jurisdfction to forward to tne applicant contact person. D The applicant's copy of the check~iist has been sent to: !:8:J Esgil Corporation staff did not advise the applicant that the plan check has been completed: D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax ·In Person C8J REMARKS: 1. -· t detail 1/0200, specify that the ramp handrails will be-continuous for the full length of the ·ram . 2 Provide a letter from the soils engineer, stating that the foundation plans have been rev, ed and substantially comply-with the re.commendations ih the soils report. ~ '{. t, (C. By: Kurt Culver _ Enclosures: , Esgil Corporation D GA D MB 0. EJ D PC 10/13/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego,, California 92123 + , (858) '560-1468 + Fax (858) 560-1576 · I I .I ' \ \ .. I Carlsbad 00-3232 September 11, 2000 VALUATION AND PLAN CHECK FEE (Completed 10/17/00 kc) JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: A4 PLAN CHECK NO.:. 00-3232 DATE: September 11, 2000 TYPE OF CONSTRUCTION: II-N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. ,. ---- Technic: Coaster· "' " Per.Leqo. 220,000 • -- " -· -.. '' Air Conditioning - Fire Sprinklers TOTAL VALUE , ,, Jurisdiction Code Cb By Ordinance J Bldg. Permit Fee by Ordinance •I / Plan Check Fee by Ordinance . J :"' I Type of Review: D Rept;?titive Fee GRepeats Comments: 0 Complete Review I . I D Structural Only Oother D Hourly I Esgil Plan Review Fee ($) 220,000 220,000 1,Cl41.08j 676.701 541.361 Sheet 1 of 1 macvalue.doc EsGi I Corpo-ration 1.n Partnersfiip witfiljovemment for :Bµ,iftfing Safetg DATE:· October 9, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3232 PROJECT ADDRESS: 1 Lego Dr~ SET: ll CJ~CANT .e:J JURI . CJ LAN REVIEWER CJ FILE PROJECT NAME: Technic Coaster (Coaster Foundation and Covered Queue) D The plans transmitted h~rewith have been corrected where necessary anp substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies ·identified below are resolved and· checked by building_ department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected andresuqmitted .for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is encl.os(;3d fo~ the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has oeeEI sent to: Jim Fend c/o Maintenance Oept. 1 Legoland Drive Carlsbad 92008: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Fend Telephone#: (760) 918-5461 Date contacted: ro/ t0( co (by: \0-) Fax #: -5469 Mail <...,/f'elephone D REMARKS: Fax v In Person. By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures: 10/4/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San, Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ., Carlsbad 00-3232 October 9, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1 Lego Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/4/00 REVIEWED BY: Kurt Culve.r FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-3232 SET: II DATE RECHECK COMPLETED: October 9, 2000 This plan review is limited to the technical reEJuirements contained in the Uniform . Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservati9n; noise attenuation and disabled access. This plan .review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Gode, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rech~cking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correctiQn list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there· are other changes, please· briefly describe them and· where they are located on the plans. · Have changes been made not resulting from this list? DYes DNo .... ., Carlsbad .00-3232 October 9, 2000 GENERAL ' 1. Please make all corrections on the original tracings, as requested in the correction list. Submjt three sets -of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plc:1ns and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560 .. 1468. Deliver all remaining sets of plans and .calculations/reports directly to the City of Carlsbad Building Department for routing to _their Planning, Engineering and Fire Departments. 2. Please provide a construction cost estimate for the work proposed under this permit.· The coaster foundations themselve·s will cost tens of thousands of dollars. Plan check fees will be determined then. NOTHING WAS RECEIVED .. EXITS 6. Please·provide an exit plan for·each queue area, showing occupant loads, required exit widths, separated exits, etc. I COULD NOT FIND THIS INFORMATION ON 'THE SHEET YOU REF~RENCED. TITLE 24 DISABLl;:D ACCESS 7. Sheet C200 of the pl'ans shows that r~mps will be necessary to access the ·loading/unloading platform from the main thoroughfare. Please provide specific detailing on that sheet to show compliance with Title 24 requirements (ramp length/width, landirtg locations/sizes, etc.). THE PLANS SHOW A RAMP WITH A SLOPE GREATER THAN 1 :20. THEREFORE, SHOW COM PL YING LANDING DIMENSIONS, HANDRAILS, ETC. FOUNDATION 9. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have, beenreviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by tlie soil report). NOTHING HAS BEEN . RECEIVED. Carlsbad 00-3232 October 9, 2000. . STRUCTURAL 14. Please revise the doubler plate note at detail 4/S220 to, refer to detail 9 on sheet S221. Please check elsewhere for other such discrepancies. AT DEiAIL 4/S220, PLEASE NOTICE THAT THE DOUBLER PLATE NOTE SAYS TO SEE DETAIL 9 ON S!:-1EET S220. THIS IS INCORRECT. THERE IS NO DETAIL 9 ON SHEET S220. IT IS ON SHEET S221. PLEASE REVISE THIS AND OTHER SIMILAR DISCREPANCIES.-- .. >, EsGil Corporation in Partnet sliip witli {jovernment for 'Buifrfing Safetg DATE: September 11, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: . 00-3232 PROJECT ADDRESS: 1 Lego :Or. SET:I ~~CANT ~; CJ PLAN REVIEWER CJ FILE PROJECT NAME: Technic Coaster (Coaster Foundatio.n and Covered Queue) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · D The plans transmitted herewith wm.substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved artd checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the ·enclosed check list and shou_ld be corrected and resubmitted for a compl_ete recheck. [g] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plcm~ are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person'. [g] The applicant's copy of the check list has been sent to: Jim Fend c/o ~A,..Jnrl-~rJC..f= .Dc-P, - 1 l::ege Drive Carlsbad 92008 L.1:;GoLAN[) D Esgil Corporation staff did not advi~e the applicant that the plah check has been completed. [g] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Fend ( 1.--/ M J Telephone#: (760) 918-5461 Date contacted:~ /,-i:J,o-o (by:~ ) Fax #: (1: ~t)) 91 ~ ·5 \./ toO, Mail-'---'"'Telephone v Fax Vin Person D REMARKS: ' , By: Kurt Culver Esgil Corporation D GA D MB D 'EJ ·D PC Enclosures: ' ''--;' 9/5/00_ tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California ,92123 + (858P60-1468 + Fax (858) 560-1576 Carlsbad 00-3232 September 11, 2000 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 00-3232 OCCUPANCY: A-4 TYPE OF CONSTRUCTION: II-N ALLOWABLE FLOOR AREA: 9100 SPRINKLERS?: Yes REMARKS:·. DATE PLANS RECEIV!=D BY JURISDICTION: 9/1/00 DATE INITIAL PLAN REVIEW COMPLETED: September ll, 2000. FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Amu,sement Park Ride ACTUAL AREA: 4102 STORIES: 1 HEIGHT: -15' OCCUPANT LOAD: -500 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/5/00 PLAN REVI EWE;R: Kurt Culver This plan review is limited to the technical requirements co·ntained iri the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access .for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other ·corrections based on laws and ordinances enforced by the Planning. Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based ori the 1997 USC. The following items listed need clarification, modification or change._ All items must be satisfied before the plans will be in conformance with the cited codes-and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the p!i:ms does not permit the violation of any state, county or city law. To speed up the recheck. process. please note on this list (or a copy) where each correction iterri has been addressed. i.e., plan sheet number,: specification section, etc .. Be sure to enclose the marked up list when you submit the rev~sed plans. Carlsbad 00-3232 September 11, 2000 • GENERAL 1 . Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the· City of CarlsbadBuilding Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calcul!3tioi1s/.reports to EsGil Corporation,· 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. 'Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. Please provide a construction cost estimate for the work proposed under this permit. The coaster fo1;1ndations themselves Will cost tens of thousands of dollars. Plan check fees will be determined then. · • PLANS 3. On the cover sheet of the plqns, specify any items requiring special inspection, in a format similar to that shown below. •. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of.the Uniform Building Code. ITEM PILES/CAISSONS · _ · SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION · STRUCTURAL CONCRETE FIELD WELDING HIGH-STRENGTH BOLTS EXPANSION/EPOXY ANCHORS REQUIRED? REMARKS 4. When special inspection is required, the architect or engineer of record shall prepare ah iAspection program which sh 9II be submitted to the_ building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Carlsbad 00-3232 September 11, 2000 5. In seismic zones 3 or 4, if a structure is defined in Tabf'e 16-K as Occupancy· Category 1, 2 or 3, note on the plans that "Structural observation by the engineer/architect shall be p~rformed. A statement in writing shall be given to the building official, stating that the site· visits have been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications''. Section 1702. • EXITS 6. Please provide an exit plan for each queue area, showing occupant loads, required exit widths, separated exits, etc. • TITLE 24 DISABLED ACCESS 7. Sheet C200 of the plans shows that ramps will be necessary to access the loading/unloading platform from the main thoroughfare. Please provide specific detailing on that sheet to show compliance With Title 24 requirements (ramp length/width, landing locations/$izes, etc.). • FOUNDATION a.· Please provide a copy of the project soils report (specifically for this portion of the Lego park). This is needed to verify the assumed bearing values used in the structural calculaticms. · 9. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil :teport are properly incorporated into the plans. (When required by the soil report). 1 O. The foundation schedule on sheet S510 refers to ''Foundation Type L" in some locations, but there is no corresponding detail for Type L. • STRUCTURAL 11. As per the previous agreement. between Esgil Corporation and the City of Carlsbad, the plan review for the coaster was limited to their foundations only. 12. Pl·ease check the rebar at detail 4/S210 to verify it complies with Code minimums. 13. Please provide structural calcl,Jlations for the structural slab at the section through the station/electrical room on sheet S210. 14. Please revise the ~oubler plate note at detail 4/$220 to refer to detail 9 on sheet S221. Please check elsewhere for other such discrepancies. Carlsbad ~0-3232 September 11·, 2000 . 15. Please sequentially number each sheet within the three sets of calculations (some sheets have no numbers on them). 16. Please complete page 10 in the "Ride Foundation Designs" package of calculations. • ADDITIONAL 17. Please clarify the "fiberglass" shell mentioned at detail 4/S220. This material may be incompatible with the Type -of Construction. . 18. · To speed up the review process, note on this list ( or a -copy) where each correction item has been addressed, i.e., plan sh~et, note or detail number, calculation page, etc. 19. Please indicate ·here if any changes have b·een made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are loca~ed in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 20. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding·these plan review items, please contact Kurt Culver at Esgil Corporation. T_hank you. .. Carlsbad 00-3232 September 11, 2000 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: .PLAN CHECK NUMBER: ___ __,___ OWNER'S NAME: I, as the owner, or agent ofthe owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) a$ required by -Uniform Building Code (UBC).Section 1701.1 for the construction project located at the site iisted above. UBC Section 1 Q6.3.5. Signed ---------------------- I, as the engineer/archit~ct of record, certify that I have prepared the following special inspection program c;1s required by UBC Section 106.3.5 for the construction project located at the site listed above. Enginee(s/Archttect's Seal & Slgnaluie Here. Signed -----------,-------- 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation lnspectio.n D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified . D Field Welding D High Strength Bolting D Expc;1nsion/Epoxy Anchors D Sprayed-On Fireproofing · D Other _____ _ 2. Name{s) of individual{s) or firm{s) responsible for the special inspections listed above: A.------------,--..,,....,.--------'-----------'----"....._ _ ___, ________ ....,.... __ B. -------,------"---"....a....--,---------------------- C. ---------------------------------------------- 3. Duties of the special inspectors for the work listed above: A. ·B. C. Special inspectors $hall check in with the City and present their credentials fqr approval prior to beginning work on the job site. -"' .,. .,. 0 CJ CJ Q) Q) a, .c .c: .c: t.) t.) u C C: C: "' .!!! "' ii: a. a: PLANNING OJ:PARTMENT . BUILDING PLAN· CHECK REVIEW CHECKLIST Address .:1-L,£'Go ,t)ri ve Plan Check No. -c-·e'--------'----g--'-: .-2=3......,.2=- Planner Lloa Aley ~hone (619) 43S:-11~o/,~x~~fo2,(G;tz --- APN: 211-/oo ::0 9".; . . Type of Project & Use: ~~e-Net Project Density: . Al/A· , DU/AC Zo11ing: C-T--<; General Plan: 7:-/f; Facilities Management Zone: /3 · CFD~out} # '..:1.. Date of participation: /2-21:-93 Remaining net dev acres: l,J,S-:i::' ~le One (For non,.resi9ential development: Type o_f land used' -created by this permit: A-II ot:6ec ~iq/ u·..se..S . · · ) Legend: [SI Item Complete 0 Item Incomplete· -Needs yourw a.ction Environmental. Review Req~ired: YES NO X TYPE. /'1/t}.{) . DATE OF COMPLETION:------ Compliance with conditions of approval~ .If not, state· conditions w.llich require action. Conditions of Approval: Coey<ile:b/ ~eol (y P. C. 3/'--l 't:--a? Discretionary A_ction Required: ._ YES-·-.-. NO __ TYPE -S<Jfl'%;:.fq{,1-) · ,4C . .-{'e,s-t, · LI /0 APPROVAL/RESO. NO.-. l/75:s: -.DATE 7-rCO PROJECT NO. ..S<?f' %-1$((/41 OTHER RELATED CASES: ___ ...;;::IC.......,<;Jr:J-,#./1....,,.. _ __,9_Cao..;..--.:../c-=-~~{/I~.,-) ________ _ .ffl ~)(. Coastal Zone Assessm.ent/Compliance. _ _ Project.site locateo .in·Coastal Zone? YES¾ NO ....,.• .i .. 4 CA C~a~tal C~mmission Authority? . YES_· _. NO 2(_ . If California Coastal Commission Authority: Contact them at -3111 Camino Del 'Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal. Permit Determination Form·already ·completed? If NO,·complete Coastal ·Permit Determination· Form.now. :C{J/J Cf~ -16,( rt) YES NOX. > .. tl. "·Ce1astal 'Permit Determination, Log #: . ___ _ .. \ Follow-Up Actions: 1) Stamp Building · Plans as "Exempt II or "Coastal Permit Required" (at minimum Floor Plans}-.-; '. \ , ~ ( 2) Complete Coasta.1-Permit Oetermir,ation Log as needed . ~lVf "'K71 _>( lnclusionary Housing Fee required: YES __ NO_){_ ~ r ~. (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO _. (A/P/Ds, Activity Maintenanc·e, enter CB#, toolbar, Screens, Hous.ing' Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 'k-f)g_. !)(f' )( 1,_ Provide a t°ully dimensional site plan drawn to scale. Show: North arrow, ~ r property lines, easements, existing and proposed structures, streets, existing · street impro·vements, right-of..:way width, dimensional· setbacks and existing topographical lines. W, ~_)( 2. Provide legal description of property and assessor's parcel number. · Zoning: X~)g{ )( 1. Setbacks: Front.: Required -------Shown -----,---Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- D D O . 2. Acc.essory structure setbacks: Front: Required ______ _ Shown -------Interior Side: Required -------Shown -------Street Side: Required --,------Shown -------Rear: Required -------Shown -------Structure separation: Required -------Shown -------"', -~ ..... .,...... • ~ ~·~,1"{,,,'"\ ,;; ,.t". ~ - '"D DD 3. Lot Cove·rage: R~quired, ___ . ____ ._,_ .Sho.w~ _.-___ .. · _______ _ Height: ~tC5, Parking: Required _______ Shown ------,---- /Jn:;v; cl.e.. e-l ev:;,,.-/-ic,,,--s SI, 0t-v ire; -t-1,,e d,'-, -e-r Sr 'o.-te.d · Aef/tt-o--P-c:, I I --fro.clc or nof-/ lx.,iJ:/il'r)S ·spaces Required _______ Shown ______ _ Shown -------Guest Spaces Required ______ _ ~{g)X Add-itlon~I Comments_7 '--~r---:--,----'.........,,7 p,=...,a.;...;...;;...----;r===;==:==:=~::::::::::S::::------- ~<'S ~ -lo -oo . Prtf!O~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER lL:zki DATE/0,2b-CV Carlsbad Fire Department_ . 003232 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 09/06/2000 ----,-------------- ~ Building Plan Reviewed by: Name: JIM FEND Address: 1 LEGO DR City, State: CARLSBAD CA 92008 Plan Checker: Job #: 003232 ------'------ Job Name: Legoland California BI d g #: csoo3232 -'--------------------------- Job Address: 1 Lego Dr. Ste. or Bid!;). No. [gJ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved.· The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after -this date, including field modifications, must be reviewed by this office to insure .continued conformance with applicable codes and standards. Please review c;:arefully all comments attached as failure to comply with .instructions in this report can result in suspension of permit to construct or install improvements. . . . The item you have submitted for review has been approved subject to the , attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with, instructions in this report can result in suspension of permit to constrµct br install improvements. _ Please resubmit to this .office the necessary plans and I or specifications. required to indicate compliance with applicable codes and standards. · The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to· determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. . 1st 003232 2nd FD File# 3rd Other Agency ID PAGE; ___ of __ _ BURGESS ENGINEERING GROUP JOB#:------ DATE: _____ _ NAME: _____ _ l6.6h?& r bATc::, / c:;/,,-v~ 6 T.eyv?7--1_.;Z,e:S 'vt,I,; ;??'r!.-, 2Z ....... ,?4o/ ,,1/,r,%",6! S c/r.uc-i? ... ,,,.&--- 1.6k M f-. /Al-~'d, ~ BURGESS ENGINE:RING GROUP PAGE:~--· of __ _ JOB#: ____ _ DATE: ____ _ NAME: ____ _ PAGJ--'-/'---_of __ _ BURGESS ENGINEER.1NG GROUP DATE: --""'&-·.-Zc..::6'-----"=1--"-P-"-'Ol):;.___ NAME:, _ _.,.J'-"J~B--,.~..1-r __ _ • '(· . '<-I 1,/J.""' .... "'19Ji$t. · .t'1n dt,;... i t ··· ··1 i · " ,,.,~yY,t. .f"" .. t:·t"'•, .. ,~1.iq•1, ,.,wt'f"' ,.,....,., 1~/4nc/ &#'fh?~ i ; I .. · ·, t), ~ , , ,,,.; , , ,, \ .... • ·o . _. . ~ It/ ac/ 1/21 /4 ~ cl 5' tcJ hP-11 :lJ £ 6efsn ' ,/_~ vi /4ad ;:, ~ ()c,,, _.4/.; Z- Urvd LPrld £/,?,!JI-l?fei. n,r-/;;-,,G .s}.--.i,,,,,..s I.-· .I, Ah ;1i e) ,.--.'.:::) . Vf II /., JI!/ h 0-,,, ~r,/Jl/;rJ J:a,wn /6? ,a ti.:;:: 'ff'Z ~i e.-- PF~ /4 /IIJ'nh JcAt.Of.,1.!, ,... vr-,- ~h~L -z '~\?" '{._ 2--~,, l!- ~ ... "-,, .... --...... , .. --· Z~/-'-~ --·-=-- ..S/ ~,o/t :,;;'.::Jn 1, ~o/°~n.S .5-= 2--,!~;-·7/'s.. E M?f/4/ ds:t:1L 1.v/ J 'li ·, dFl-.:>.JA --:s.,.. = @. z s t/-,~J '1/IJ-- s -::. & ,Z-4 7 ,;,,j(-,1- thuL d~n /04d ,¥1 : 3' z tJ f{i/ <ft~) ~ ;4;4-; 1, 'Yfr , '/ 728,-/4"'-' !J; t,_11-l {n :t ~?JJ ?>lA/ril: · -· ·-------,.-&, z. 34-,~~J -D, V-, ~ BURGESS ENGINE:RING GROUP M>tl' Mt:>u.tf;.., ,t!Pe1Yr;./,;,,.-- L1to/8n cl I! a u r J(/1-{ y:,,,,1-t; tP () :: {J_A~)( /.i)( Jl lf-1/4 z}{ J,o~ 4b, 4-1'.fr?!--~ - ;:: ~-H;f,---Z--- PAGE7-~ of __ _ JOB#: 2.tJOOO 34--(;)/ DATE: t -g,~ ZPoZ> NAME: _ ___.o,J=.'J .... B:...,::,J<.:.£.C __ sr::-fd ,/. u) ::.: /. ~-c, J: f. ~ / t;, , -f'-_?.f z. C. ~ :::. /, 45 5/&;ol' ' g: ( z_:t rr~M,url ,' 2,_,k vf'wrvd {!9-:. ,.~ "2-0Jy J:>£~/t-1v, l! /,v/d w/ w,~v:i /rfn'Yl · any dlr-;ef12n-1 -I S/:::',-v n ~ V ln~I-17ur/i.-{5 1--t.h // w ,,. ,3 ~111-/f1 z..-. X .S:f.1- -1-';;;:!.1/;;'l:l/lf z_ ,x:. 4/-1-~ ·2.62.:J;JJ/r+ /-J,ti_r_/ I;-, • K. P ::- 20 ""J,~, i-- ffer ~3 .. ;i~~~ · ~il;f ,,.,c;L--rJ) tf(ht~/ t14'~117ff / ~I d:s . · I,, 1 BURGESS ENGINEERING GROUP ffe'fe71 t-(!() t!i S tj ;,,- /0,1 d I V~1 /()t} d 5 t-C:V /,,9-yi Grrua lt<rd/ 'j),;t:(Sn 6')"1 t.1i,,-lo/ :I-// Ir ~ If h'&-n 4&4 .. tz. ,;!) Q. PAGE:J -,..3 of __ _ JOB #: et}t)t> t) 74---/JI DATE: ,8 -/t:J -Z,l)O~ NAME: J.J B_,J,,... :-t,~: g 7 kl/--· 7/f!,4,4-4,:1 .. ff' lb .. 78,4-·, 44(11-/t--p·y. tf;i,1 it t.t4. ~ z /,1tJ· -------~ rJ/2 ft J: @ n Fr-/ / tu 1i 1 J::. .~ 334-. C/9,"'4-; ~ ,s:15,yz... : 1.a75-- /VI:; 3/i). Z 3' tcJ:q-.-458. 7C,,:., -/;p f b -:--4$8 ,7C,ln -,-_ f_>-"-7. /3,7bt;-J -::. /P. 7.!P ''/;;? ~ t!J/d--=~~"-.-- 6 34-, 11,;~a t:J/f Ft: L di, /4 ,'?'//"? . :: //l,,.,a_p =-4 -s, ~ ,,~ Ir-r;.. 11-t,tJs'L (!__tt -; t 2 l · I JL-:.7,...,v L "'" 135 ,,,,,., i,-/t;,53 , ' -z, 7, 4-1 :; ~.1C/,'ri I t:, c,jtJI z._.. 0,.1 l/11 0, :::,E, 1<.J;j, 1- -----· --i: tJ o 3 L tJ , 1'5--/~.4/1vJ.~ t-· • lb'/,-:. /'.Mr.::~ . ,(. ,,..,...... ____ , ,, -4 A~~'•..-,.. -·""'"'1 17111,;,,, P/.... + LL f LJ, 'n.J -(n,-rr1 Lr{-/- A , Z7,4°J 1;11 .... I)I, = 10 ss ,i,4- r1 .· ltJ53 ln4 r: r.. ,,z,o /:: (3'5 /n 1£;..C, ;? /y.{y~?1r/ L... 1 ;\ Ir: Y t9" /-, 1)--,-1 4 r ,.,-,.u ll!l ;,..., ,n 7Jf r ''1 BURGESS ENGINB,ERiNG GROUP &/f'/1,,,C--&,,;sh-,-, . S-:r/Zqe?'"'P £A~ ,PE61~ Lv/'I.P / t/,v~p,,q.L? $ 7/1-7/~A/ PAGE: J' -,4. of __ _ JOB #: t,(:?tJc;JC) .Y4--0 I DATE: &, -C £d:JO NAME: o1J/5,/, /4d/t ./ln;t/ ,./1?,1./;:,. &, 77 ,,,,_ ;-111.1/irY /1J;qof ;;,, !y) t?r s,;31-!-(!,, r' 3.131.e.. . -e t!) ,.;i_,-, .,__, v,c:,:.::>1n -7 7, 7,3 /3/:p,;t /Z ,~; h-::- 4-z,;,:, S '1-nat.5 /L_ 'Ir ;_ bJ(c.. clp.1.$ . I<-~ ~. f} /-:: 1sv,'11 't 6, "13 t!.t-= IZ& - -1 = gq,;, --/~ lBU1P1 /ul4t,31J .A ;c :: (3, 8 s~, :.., ;:_. < -4-'7 ,,;, , '>: -',VJ -~ l.Y //7 ..,. ~,X/5&< ~ .· 7 /, t/"? /4 .:. 1Zw ,/ " 11\' ':. 24-; 1/-S- g-;;_ o.tf3 {l.,,_ r: 0 -~ {), qr;1 ~ ~ I ;,CJ(,/ji~ .__ •,t, BURGESS ENGINEERING GROUP ~;{,111f_ d,11/4;/4-r b 7/C.t,lff W f?_IJ £-£},;-s;(d,,I LPl'IP / (,l.vi,~Ao 5,,tJ-,/ON - . ~ J6 ~,,f; l z.. """":---~ &, C)/!_ : /7, ??'1/J~'l ,/}::,-?. "3 '!-/, ;, l Fe z:.. ti-"k.,.. v' - ----·-- -Ea ,.. 4~ I ''!. _ /I , ,. ,.c1 · t..--v I .4-iJ .,/ h ~.~.',,.,-i-- Ii ';;'_ ~ / ,e;/j/M ,_ . ~ ~-. '7 I 1¾11 J- z 4-ie.1, :1 z.. .j.b = ~Y'!. ~I 'l/J-f! lz,y;};""". Jf.t,a ILi, 1--. --. 4z.._ 0 ,,-,3 I 1/,P? re:. = z4-v.1,'~·t--. h_ + f6 G l,O FA-· ·p" J ~. 1 ~;, \.. --,· ;.. 24-K.I,·,-, ..... 7 -PAGE: a--6 of __ _ JOB#: -',t.,#~o~,J't/--tJ/ DATE: 8 -7-ttl:!I; NAME: I.Jt5,J,,.-- Iv /4,X.50 A "'1 -·B , ,8-5',;., ,_ S,x,-= 42.0,;, ~ r~ -: J,4!J/,, ~ = &73,'>, -DIL. BURGESS ENGINEERING dROUP '7? &4h1J,, · &, t'%fr r -:57/2Vt7vJC!4.t:-j/)F.s.;~ £tpA o / .. t,..-IA.1.u;A a S r;q..nt>,n/ ./;; --~~;, '° -I 9. sBIL. M~~P.:: 3&, 11 k/f--· (), Z'lh ~ )f J/·/' Z--~-//1) ( I -,Z,O!·\· tA,,'o/ti,, ~ \ . .; 7.~i/ . . cJ?,5'Z L /, o PAGE: J:-&:> of __ _ JOB #: '2,-t:Joo a+-o 1 DATE: /3 -7 -Z,tJ!)C} NAME: .j .J fs "{ r /J.1-~ J3.fu1riL s)o -=42.0,·'?3 ry::: IA'1,o ry.._.:::: 6-, 13 ,h /4-0 .4- BURGESS ENGINEERING GROUP 1~L3" /Pl.,?d M~>e,-_. i'b'As;/2-t--r ' Lo,:,cy' t4,,4JtPaf. ,.,,<l,:;1'7~ -1-rtf /;;;,,rd;: /4~~r4/;i F: r T. --P, }Pt- . . { 3-&," _l _ r ' .. 3,31i~~ 3,31Z5~ ?,31t54 f?r,l~.s br-/?;;; ~r J,r19;11dv/ -6/?q?~;f -~,-,,IA. i . --. -·--··-·;···. :.. r ~----- ! 3,m4 I ~ ZfJ ·. f.,W' 5°f'tt;fh-?. w1//· b£ PAGEL-7 of __ _ JOB#: :tt)l!'tJ0:54--.OJ DATE: 7/i:/ ~d NAME: ,./4/(5.,/4--. I _,, ti-~ . 11,4---z,t I ,. -~ • •• ::C't -· ·-s-.:.,:..=..... • T tpL ' ! 'Lt /, 1!.-3'"' ti, z.9 ,',, . BURGESS ENGINEERING GROUP -;:;:..an6/t:v;A~ ~ !.CJ ;:14s ' . 1 •.• l ~-4,...ct,il'17 7-z. 01.:::,----_ . 9, ,:; 6 if-(1 ~ - ;9,4 .. ,'n -1r.p -=- •. €,0'"""4--,:, :3 ~ -6 X /8, 7<fr PAG-p;[__-8 of. __ _ JOB#: ~CJCJ034--t:P/ DATE: 8 -& -,Za:x:, NAME: JJ~ Jc I ,/ ilJ,L ,·, -;, I I . , A' W r, 0 rl(v ly/ --5/",;'1{?/(:$ ~ w:::.. Z-4.&1 '11/4-z;: :s,11 = f1. tJ7S-1/rfL- ,o 75'}7,; ,Y (!J-1-1 )7- 8 I, £3 4-/;/;-~ :z:z. t') 6/,, ·f 1 iz. oS-f/, ''o/> _ ·;, II-/,. . ;2.#170,,, IJ ;,1r; t- M11 .-=-:!!b'./39 °¾ 7 /t 3 ft-::: t,~.1u 4/f-1- M i--~7.-7(/ty/-1,;-((4 .. (-1)1-. ::-l&,4,'n ltF -B ·.s -,:::}/I?~'" · )0 -"/,V c;.i/1.,..? ./6 )0 == zz...os''7 -r.p-= //..C} /;J ~ /q· L 2../? //11 tbv1 :-. //f3~# Iii ·(.t:.f_ - i -I. # J ,11" - BURGESS ENGiNEERING GROUP ~s. 5z,J, k'-e_ = // .~,',,,$ PAGri,!;___-....c...L __ Qf __ _ ma #: ~oo,?-4--£J l DATE: fl -C,, -UCJZJ NAME: .,/..j S, s/r ,:::-n ,-,,, I' 7.~ ,_ /,7 .,., /?/ ,_ .._)if/~ //f? ---,· ~(/ //IJ -~~--- .,,..,,!!_ 2 V. I., z_.. ~~ /IN ;;;, l/4w :b Ill,;;,;-sir,~ ~...s SO CJIC. of __ _ BURGESS ENGINEERING G'ROUP JOB#: ZtJc>oc,3,1. -t?/ I ~, .t, I! o'' DATE: 8-(, -e~ NAME: ..JJB Jr ~>z:~ -../ &76 h ~ /o CJ .... .,.,.k' ~~ t3e,.,........, -:sZ,8' )c Z,BZ-' -= ?z. 5/yL- / : ~e C7 /6 r ,. (}_. 11_){ J,4)(/l,4-) /.() = Z't 3 ~//-I z. ~. 7 I) 'VI-XfZ,~j'.J-,,_ -i?-Z-'1/J:Z ,.__,, F> 4,;c4-,x, » '' I. 4-71:,, J £ = /-t:Jo (J-s :: /(..,4~,P-- 4_; ,-J. /9 dr; : 1,4- BURGESS ENGINEERING GROUP S-:r,eua:7.?-' X:/4 L D;$5IC:../V :r-/I PA~----of __ _ JOB#: "?J.f'l.!OtJ34--o/ DATE: ,& -& -Zt?&Jo NAME: Ul3;,J,,.. 7$"/l,,<./,<..1,1t_. t:1t?AG76ie S.7?. ;;::::,-,?1/1../ 0:J!f/7 t!1./-&.-%fr,,-Sr,-9,h-.A,;, A::5{(& J?1 P-/7-7 / ,L.,e,.,,, ,L {!J 8 ,,,, ~,1 -f:: ~,,, j 4-o l_ . L,.:_---r .. -. ······· .. -.. . --~-------~--~/-;:,", I ---·-·-'-' ·-------------.... --. / /;f--{_ I),,, __ _ --. ·---;;;:,,..., 3Z. 4 m-;:.f'. 4, 3/3,? -.:. ,J 44--, t,,,'n ~ t) .CJ,? ':f,',,i 1-- ,,.---~ :: 4,3/3,;? T :c ?Z,,/.,,'., ·1cr J -= z -rr r-JI; I--rr=-1 Jlh-~ ~ \ /4 ) 3 tyJv = 4-.;s;; J ~ l ("s,J4t51;_(j-,lt;;',:,., ,0,37-2,? , --/4-J.... l r'n Ii- _j :??'i-;-r>-~;v;,6~-~ t,/ I ti b~ ';S;-v,A/_,1.,..-- b~.J--aFt;f/Jr/2e.$ ttP-w-kc/. <l;t;,.3 /Fs.1.(,9 S~hE tit, 4... 4-tJ p 1/-;, to --5 Z. 4,~ 'J(, ?C i! .. Z€>n I /4-, '31,~,L /1/1 " po) .b -L r'o .· ~ ;!.£,";;, . J ~ elf :5-f· -I: ~:i37,;, 1,1. VcJU :: 2,13,:, J,..:: 14-1_0~ p :-4, 75'1 b ::. Cj'J . ..SI BURGESS ENGINEERING GROUP PAGE4--/ Z. of __ _ JOB#: ,u;ooo34--OJ DATE: )3 -(.,, -~ NAME: ../.JS .J,,.- -5' 7/2Wt!.-7"~/24L-Vf~;c;./4/ /F/? h'u'/t!--d,1~ S";-,IB: ;e. S 7/9-)7~/t/ If.. '? ,,,;, '& IC, -8,r\ 3 //, 2, II? ~k?__ "'t:,J-1,:1 .::s 4 -1/ /f~z t<.// )/ /',ff /?'?&.71' e:--- -f?f d/7 ;:;7tf£y«,,-,·/2 ,/2&t-v/l/.o--./i'7sl-A~ht6 v,// /119?1 k~ / J ;? ir4);;, / __ $~/? BURGESS ENGINEERING GROUP -::7i4/,9/ 6 ~ .,g5/2" r Z> T ,,eue, fl/ ,;:t'-"/ L-, Z)E,Sl6/I/ + L PAGrJ... -13 of __ _ JOB #: ~&&0054--o I DATE: &,/4/zc;@ NAME: ./J /3, Jr: JP ~ 0 . CJ u i 7 1 ~ l~ -= 0. U 1,:, t 1/st-s1:.. '2-;c. Z ;.-;'_ #d gc-L ~ [/1},:;y.--/"t1I/J W1#J /t cf k-, PAGef._-/4-of __ _ JOB#: £,/JtJOO :r~-0/ BURGESS ENGINEERING GROUP DATE: ~~ 1~t:J~ NAME: J..J IS, j,,... ?.ft1A1112-. !? t9 ar: It r S T/(flt-7PK!,u-0£(;1(},I\/ /4:d /7,h1<1103 .D,Gtf'? {/&-n,j ~) 46., _} __ ... £-.v'W ~d .G-d't/ PAGE.,:-/6-of __ _ JOB#: £/lt¥Jt2,"j t/--0 I BURGESS ENGINEERING GROUP DATE: 8/<R I £tv.)l) / NAME: .j.J B,.Jr- ""7Et>hn12 ~a~#r 5 7 L tA t> Tt,1 11!-,;q L p~;,:,,,1/ ,,,---£J.L/afrd £/t d - · r;,) £~€, e./ ;n,, /_ l -- ,. BURGESS EN:GIN,EERING GROUP I\ ~o ~~)\ ~ ..... c.--::1--- PAGE: J:-1~ of. ___ _ JOB#:--------..... , ~--N\-1;f._ATE: _____ _ ~~~ NAME: ';) "' ~ d' ,~o\;_ ~-~- ~\ ~ ~ -.::) 'l 1 I +--. r I _, 4 t,) l \~ r.32?11 ~ c::, 'b --">--· -=~ ~ I I I I ~ * 1. 2. 3. 4. . 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. User ID: BURGESS ENGINEERING GROUP ************************************************** * * * s TAAD -III * * Revision 22.3 * * Proprietary Program of * * Research Engineers, Inc. * * Date= AUG 10, 2000 * * Time= 13:11: 4 * * * * USER ID: BURGESS ENGINEERING GROUP * ************************************************** STAAD PLANE FRAME UNIT FT KIP JOINT COORDINATES 1 0.0 5.75; 2 2.52 7.87 ; 3 5.00 9.96 4 7.49 12.05; 5 10.00 14.125; 6 13.19 13.50 7 16.37 12.87 ; 8 19.54 12.24 , 10 22,67 0.0; 11 25.42 12.42 ; 12 13 30.92 14.00 ; 14 33.67 14.80 9 22.67 11.625 28.17 13 .. 21 MEMBER INCIDENCES 1 2 1; 2 3 2; 3 6 7 6; 7 8 7;8 11 11 12; 12 12 13; UNIT INCHES START USER TABLE TABLE 1 PIPE PIPCOL 4 3; 4 5 9 8; 9 9 13 13 14 18.00 17.00 27.49 27.49 END MEMBER PROPERTIES 4; 10; 5 6 10 5 9 11 1 TAPERED 10.00 0.25 8.00 6.00 0.4375 6.00 0.4375 2 TAPERED 11.50 0.25 10.00 6.00 0.4375 6.00 0.4375 3 TAPERED 13.00 0.25 11.50 6.00 0.4375 6.00 0.4375 4 TAPERED 15.00 0.25 13.00 6.00 0.4375 6.00 0.4375 5 TAPERED 11.25 0.3125 8.50 6.00 0.4375 6.00 0.4375 6 TAPERED 13.75 0.3125 11.25 6.00 0.4375 6.00 0.4375 7 TAPERED 16.00 0.3125 13.75 6.00 0.4375 6.00 0.4375 8 TAPERED 18.00 0.3125 1~.00 6.00 0.4375 6.00 0.4375 9 UPTABLE 1 PIPCOL 10 TAPERED 18.00 0.3125 11 TAPERED 15.75 0.3125 12 TAPERED 13.50 0.3125 13 TAPERED 11.50 0.3125 CONSTANTS E 29000 ALL DEN 0.000283 ALL UNIT FT SUPPORT 1 PINNED; 10 FIXED 15.75 13.50 11. 50 9.50 DRAW JOINT MEMBER SUPPORT 6.00 6.00 6.00 6.00 0.4375 0.4375 0.4375 0.4375 6.00 6.00 6.00 6.00 0. 4375 0.4375 0.4375 0.4375 PAGE NO. ~ cL -17 0., ~ ON cc; CJ CJ z HQ a::z Cil Cil w z(!) H ~ (!) 0., z !il UJ UJ !il (!) cc; 8 co a H )..j Q) (/J :::; Ci! ! ~ STAAD-III REV: 22.3 STRUCTURE DATA: TYPE PLANE NJ = 1 LI NM = 1 3 NE = 0 NS = 2 NL = 0 UNIT FEET KIP XMAX= 3 3. 7 Y·M AX= 1 LI. 8 ZMAX= • 0. DATE:AUG 10,2000 TIME: 13:11: S 1 4 I / 19 10 DRAW JOINT MEMBER SUPPORT f'J I ~ User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 3 41. PRINT MEMBER INFORMATION User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 4 f-ZD MEMBER INFORMATION ------------------ MEMBER START END LENGTH BETA JOINT JOINT (FEET) (DEG) RELEASES 1 2 1 3.293 .00 2 3 2 3.243 .00 3 4 3 3.251 .00 4 5 4 3.257 .00 5 6 5 3. 251 .00 6 7 6 3.242 .00 7 8 7 3.232 .00 8 9 8 3.190 .00 9 9 10 11. 625 .,oo 10 9 11 2.863 .00 11 11 12 2.861 .00 12 12 13 2.861 .00 13 13 14 2. 864 .00 ************ END OF DATA FROM INTERNAL STORAGE ********-1-*** 42. PRINT MEMBER PROPERTIES FRAME MEMBER PROPERTIES. UNIT -INCH ----------------- MEMB PROFILE AX/ AY 1 TAP ERED 7.28 2.25 2 TAP ERED 7. 72 2.69 3 TAP ERED 8.09 3.06 4 TAP ERJ;:D 8.53 3.50 5 TAP ERE;D 8.06 3.09 6 TAP ERED 8.88 3.91 7 TAP ERED 9.63 4.65 8 TAP ERED 10.29 5.31 9 ST PIP OL 27.49 27. 49 10 TAP ERED 10.25 5.27 11 TAP ERED 9.55 4.57 12 TAP ERED 8.88 3.91 13 TAP ERED 8.26 3.28 ************ END OF DATA FROM INTERNAL 43. LOADING 1 DEAD AND LIVE LOAD 44. SELFWEIGHT Y -1.0 45. JOINT LOAD 46. 1 TO 4 FY -1.14 4 7 . 5 FY -1. 2 5 48. 6 TO 13 FY -1.48 49. 14 FY -0.74 50. LOADING 2 WIND FROM LEFT 51. JOINT LOAD 52. 1 TO 4 FY -1._41 FX 1.18 53. 5 FY -1.41 FX 0.36 MZ -2.70 54. 6 TO 9 FY 1.80 FX 0.36 55. 11 TO 14 FY -1.77 FX 0.51 56. LOADING 3 WIND FROM RIGHT 57. JOINT LOAD User ID: BURGESS ENGINEERING GROUP --PAGE NO. 5 r-z, IZ/ IY/ IX/ AZ sz SY 109.31 15.76 .38 3.50 23.93 5.25 160.81 15.76 .39 3.50 29.74 5.25 215.02 15.76 .39 3.50 34.94 5.25 290.74 15.77 .40 3.50 41. 27 5.26 139.78 15.77 .43 3.50 27.64 5.26 235.44 15.78 .45 3.50 37.20 5.26 348 .17' 15.79 .48 3.50 46.47 5.26 471. 88 ,,:7 15 .'':79 .so 3.50 55 .. 27 5.26 1053.'.I.7 1053.17 2104.62 27.49 117. 02 117.02 464.62 15.79 .50 3.50 54.75 5.26 334.99 15.78 .47 3.50 45. 4 6 5.26 234.19 15. 78 .45 3.50 37.17 5.26 158.26 15.77 .43 3.50 29.81 5.26 STORAGE ************ Us~r ID~ BURGESS ENGINEERING GROUP FRAME --PAGE NO. 6 :r-2,Z 58. 1 TO 5 FY 1.41 FX -1.18 59. 5 MZ 2.70 60. 6 TO 9 FY -1.80 FX -0.36 61. 11 TO 14 FY 1.77 FX -0.51 62. LOAD COMB 4 75 PERCENT DL LL WL 63. 1 0.75 2 0.75 64. LOAD COMB ·5 75 PERCENT DL LL WL 65. 1 0.75 3 0.75 66. PERFORM ANALYSIS PROBLEM ST A'T IS TICS NUMBER OF JOINTS/~MBER+ELEMENTS/SUPPORTS = 14/ 13/ ·2 ORIGINAL/FINAL BAND-WIDTH= 2/ 2 TOTAL PRIMAR~ LOAD CASES = 3, TOTAL DEGREES OF FREEDOM= 37 SIZE OF STIFFNESS MATRIX= 222 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE= 12.02/ 874.0 .MB,. EXMEM = 1963.8 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffne$S Matrix. ++ Processing Trianguiaar Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 67. PRINT ANALYSIS RESULTS 13:11: 5 13:11: 5 13:11: 5 13: 11: 5 13:11: 5 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 7 J:-Z.3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ----------------- JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 .00000 .00000 .00000 .00000 .00000 -.00157 2 .00000 .00000 .00000 .00000 .00000 -.00310 3 .00000 .00000 .00000 .00000 .00000 .00319 4 .00000 .00000 .00000 .00000 .00000 -.00350 5 .00000 .00000 .00000 .00000 .00000 .00121 2 1 . 03592 · -.04391: .00000 .00000 .00000 -.00117 2 . 07234 -.08455 .00000 .00000 .00000 -.00226 3 -.07457 .08706 .00000 .00000 .00000 .00234 4 . 08119 -.09634 .00000 .00000 .00000 -.00257 5 -.02899 .03236 .ooouo .00000 .00000 . 000·87 3 1 .05642 -.06915 .00000 .00000 .00000 -.00049 2 .111.58 -.12977 .00000 .00000 .00000 -.00078 3 -.11550 .13415 . 0000.0 .00000 .00000 .00084 4 .12600 -.14919 .00000 .00000 .00000 -.00095 5 -.04430 .04875 .00000 .00000 .00000 .00026 4 1 .06051 -.07468 .00000 .00000 .00000 .00010 2 .i1454 '--.13201 .00000 .00000 .00000 .00053 3 -.11938 .. 13737 .00000 .00.000 .00000 -.00052 4 .13129 -.15502 .00000 .00000 .00000 .00048 5 -.04416 .04701 .00000 . oocroo .00000 -.00031 5 1 .05305 -.06611 . 00000· .00000 .00000 .00042 2 .09046 -.10166 .00000 .00000 .00000 .00134 3 -.09537 .10697 .00000 .00000 .00000 -. 00135 4 .10764 -.12582 .00000 .00000 .00000 . 00132 5 -.03174 .·0306'5 .00000 .00000 .00000 -.. 00070 6 1 .05752 -.04135 .000Q0 .00000 .00000 .00078 2 .10457 -.03050 .00000 .00000 .00000 .00186 3 -.10979 .03385 .00000 .00000 .00000 -.00192 4 .12157 -.05388 .00060 .00000 .00000 .00198 5 -.03920 -.00562 .00060 .00000 .00000 -.00086 7 1 .06299 -.01176 .00000 .00000 .00000 .00068 2 .11547 .02371 .00000 .00000 .00000 .00087 3 -.12109 -.02275 .00000 .00000 .00000 -.00092 4 .13384 .00896 .00000 .00000 .00000 .00116 5 -.04357 -. 02588 .00000 .00000 .00000 -.00018 8 1 .06610 . 005·96 .00000 .00000 .00000 .00017 2 .11755 .03350 .00000 .00000 .00000 -.00036 3 -.12336 -.03383 .00000 .00000 .00000 .00034 4 .13774 .02959 .00600 .00000 .00000 -.00014 5 -.04295 -.02on .00000 . oo·ooo .00000 .00039 9 1 .06406 -.00235 .00000 .00000 .00000 -.00069 2 .11089 -.OOi04 .00000 .00000 .00000 -. 00145 3 -.11657 .00109 .00000 .00000 .00000 .00148 4 .13121 -.00254 .00000 .00000 .00000 -.00160 5 -.03939 -.000-94 .00000 .00000 .00000 .00060 10 1 .00000 .00000 .00000 .00000 .00000 .00000 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 . 0.0000 .00000 . 0000.0 .00000 .00000 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 8 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE '.J:°YPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS z.:..TRANS X-ROT.lill Y-RO'.t'AN Z-ROTAN 4 .00000 .00000 .00000 .00000 .00000 .00000 5 .00000 .00000 .00000 .0000.0 .00000 .00000 11 1 .07456 -.03931 .00000 .00000 .00000 -.00151 2 .13113 -. 07106 .00000 .00000 .00000 -.00274 3 -.13715 . 07228 .00000 . 000-00 .00000 . 00277 4 .15427 ~. 08278 .00000 .00000 .00000 -.00318 5 -.04694 .02473 .00000 .00000 .00000 .00095 12 1 .09174 -. 09962 .00000 .00000 .00000 -.00209 2 .16217 -.17911 .00000 .00000 .00000 -.00374 3 -.16853 .18L51 .00000 . 0000.0 .00000 .00378 4 .19044 -.20905 .00000 .00000 .00000 -.00438 5 -. 0575-9 . 06142 .00000 .00000 .00000 .00126 13 1 .11328 -.17 4 90 .00000 .00000 .00000 -.00241 2 .20103 -.31437 .00000 .00000 .00000 -.00437 3 -. 20772 .31794 .00000 .00000 .00000 .00441 4 ._23573 -.36695 .00000 .00000 ·. 00000 -.00509 5 -.07083 .10728 . 0000-0 .00000 .00000 .00150 14 1 .13698 -.25650 .00000 .00000 .00000 -.00250 2 .24445 -.46362 .00000 .00000 .00000 -.00460 3 ..., . 25148 . 4 6836 .00000 .00000 · . 00000 .00463 4 .28607 -.54009 .00000 .00000 .00000 -.00532 5 -.08587 .15890 .00000 .00000 .00000 .00160 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 9 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 2.09 5.15 .00 .00 .00 .00 2 -7.29 . 97 .OQ .00 .00 .00 3 7.70 -.69 .00 . 00 .00 .00 4 -3.90 4.59 .00 .00 .00 .00 5 7.34 3.35 .00 .00 .00 .00 10 1 -2.09 15. 43 .00 .00 .00 · 24. 68 2 -1. 27 5. 96 .00 .OQ .ob 33.81 3 1. 68 -6.24 .00 .00 .00 -36.85 4 -2.52 16.05--:--.00 .00 .00 43.86 5 -.31 6.90 .00 .00 .00 -9.13 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 10 L-:zo MEMBER END FORCES STRUCTQRE TYPE = PLANE ----------------- ALL UNITS ARE --KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 2 4 .13 -1. 66 .00 .00 .00 -5.58 1 -4 .. 19 1. 72 .00 .00 .00 .00 2 2 -4. 96 -3.59 .00 .00 .00 -11. 84 1 4.96 3.59 .00 .00 .00 .00 3 2 5. 45 3.65 .oo .00 .00 12.01 1 ..... 5. 45 -3.65 .00 .00 .00 .00 4 2 -.62 -3.94 .oo .00 .00 -13.06 1 .58 3.99 .00 .00 .00 .00 5 2 7.19 1. 49 .00 .00 .00 4.83 1 -7.23 -1. 44 .00 .00 .00 .00 2 1 3 3.35 -. 72 .00 .00 .00 -8.02 2 -'-3. 40. . 79 .00 ,00 .00 5.58 2 3 -4.97 -1. 76 .00 .00 .00 -17.55 2 4.97 1. 76 .00 .00 .00 11. 84 3 3 5. 45 1. 81 .00 .00 .00 17.90 2 -5. 45 -1.81 .00 .00 .00 -12.01 4 3 -1. 21" -1. 86 .00 .00 .00 -19.17 2 1.17 1.91 .00 .00 .00 13. 06 5 3 6.60 .82 .00 .00 .00 7.41 2 -6. 64 -.77 .00 .00 .oo -4.83 3 1 4 2.55 .21 .00 .00 .00 -7.44 3 -2.61 -.15 .00 .00 .00 8.02 2 4 -4.97 .09 .00 .00 .oo -17.26 3 4.97 -.09 .00 .00 .00 17.55 3 4 5. 46 -.04 .00 .00 .oo 17.78 3 -5.46 .04 .00 .00 .00 -17.90 4 4 -1. 81 .23 .00 .00 .00 -18.52 3 1. 77 -.18 . 00· .00 .00 19.17 5 4 6.01 .13 .00 .00 .00 7.76 3 -6.05 -.08 .00 .00 .00 -7.41 4 1 5 1. 77 1.15 .00 . 0 0 .00 -3.82 4 -1. 83 -1.07 ,00 .00 .00 7.44 2 5 -4. 96 1. 96 .00 .00 .00 -10.86 4 4.96 -1. 96 .00 .00 .00 17.26 3 5 5. 45 -1. 91 .00 .00 .00 11. 55 4 -5.45 1. 91 .00 .00 .00 -17.78 4 5 -2.39 2.33 .00 .00 .00 -11.02 4 2. 35. -2.28 .00 .00 .00 18.52 5 5 5. 41 -.58 .00 .00 .00 5.79 4 -5. 46 . 63 .00 .00 .00 -7. 76 5 1 6 2.26 . 67 .00 .00 .00 -1.78 5 -2.25 -.58 .00 .00 .00 3.82 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 11 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE --KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 6 -1.00 6. 40 .00 .oo .00 7.23 5 1.00 -6. 40 .oo .oo .oo 13.56 3 6 .54 -6.58 .00 .00 .00 -7.16 5 -.54 6.58 .oo .00 .oo -14.25 4 6 . 95 5.30 .00 .oo .00 4.08 5 -.94 -5.24 .00 .00 .00 13.04 5 6 2.11 -4.43 .00 .00 .00 -6.70 5 -2.09 4.50 .00 .00 .00 -7.82 6 1 7 2.57 2. 22 .00 .oo .00 5.24 6 -2.55 -2.12 .00 .oo .00 1. 78 2 7 -.98 4.56 .00 .00 .oo 22.01 6 . 98 -4.56 .00 .00 .00 -7.23 3 7 .53 -4.75 .oo .00 .00 -22.55 6 -.53 4.75 .00 .00 .oo 7.16 4 7 1.19 5.08 .00 .oo .00 20.44 6 -1.18 -5.·0l .oo .00 .00 -4.08 5 7 2.32 -1. 90 .00 .00 .00 -12.98 6 -2.31 1. 9'7 .oo .oo .00 6.70 7 1 8 2.88 3.77 .00 .00 .oo 17.26 7 -2.86 -3.67 .00 .00 .00 -5.24 2 8 -.98 2.73 .00 .00 .00 30.83 7 . 98 -2.73 .00 .oo .00 -22.01 3 8 .52 -2.91 .00 .oo .00 . -31. 97 7 -.52 2. '..H .00 .oo .00 22.55 4 8 1. 43 4.87 .00 .00 .oo 36.06 7 -1. 41 -4.79 .00 .00 .00 -20.44 5. 8 2.55 . 64 .00 .oo .00 -11. 04 7 -2.54 -.56 .00 ·. 00 .oo 12.98 8 1 9 3.18 5.34 .00 .00 .00 34 .11 8 .,.3 .16 -5.23 . 00· .00 .00 -17.26 2 9 -.98 .89 .00 .00 .00 33.66 8 . 98 -.89 .00 .00 .00 -30.83 3 9 .52 -1.08 .00 .00 .00 -35.41 8 -.52 1.08 .00 .oo .00 31. 97 4 9 1. 65 4. 67 .oo .oo .00 50.83 8 -1. 64 -4.59 .00 .00 .00 -36.06 5 9 2.78 3.19 .oo .00 .oo -.98 8 -2.76 -3.11 .00 .00 .00 11.04 9 1 9 12.87 2. 0.9 .oo .00 .00 -.34 10 -13.95 -2.09 .oo .oo .oo 24.68 2 9 5.96 1. 27 .00 .00 .00 -19.06 10 -5. 96 -1.27 .00 .00 .oo 33.81 3 9 -6.24 -1. 68 .oo .oo .00 17.31 10 6.24 1. 68 .oo .00 .00 -36.85 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 12 I-27 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE --KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 4 9 14.12 2.52 .00 .00 .00 -14.55 10 -14.94 -2.52 .00 .00 .00 43.86 5 9 4. 97 .31 .Ob .00 :oo 12.73 10 -5.79 -.31 .00 .00 .00 -9.13 10 1 9 1.54 5.32 .00 .00 .00 34.45 11 -1. 51 -5.23 .00 .00 .00 -19.35 2 9 .01 7.37 .00 .00 .00 52. 72 11 -.01 -7.37 .00 .00 .00 -31. 63 3 9 -.01 -7.37 .00 .00 .00 -52. 72 11 .01 7.37 .oo .00 .00 31. 63 4 9 1.16 9.52 .00 .00 .00 65.37 11 -1.14 -9. 45 .00 .oo .00 -38.23 5 9 1.15 -1. 54 .oo .00 .00 -13. 70 11 -1.13 1. 61 .00 .00 .00 9.21 11 1 11 1.09 3.81 .00 .00 .00 19.35 12 -1.07 -3. 72 .00 .00 .00 -8.59 2 11 .oo 5.53 .00 .oo .00 31. 63 12 .oo -5.53 .00 .oo .00 -15.82 3 11 .00 -'5.53 . 00 .00 .00 -31.63 12 .oo 5.53 .oo .00 .00 15.82 4 11 .82 7.00 .00 .00 .00 38.23 12 -.80 -6.93 .00 .00 .00 -18.31 5 11 .82 -1.29 .oo .00 .00 -9.21 12 -.80 1.36 .QO .00 .00 5.42 12 1 12 .66 2.29 .00 .00 .00 8.59 13 -.64 "'-2. 21 .00 .00 .00 -2.15 2 12 .00 3 .. 68 .00 .00 .00 15.82 13 .00 -3.68 .00 .. 00 .00 -5.28 3· 12 .00 -3.68 .00 .00 .00 -15.82 13 .00 3.68 .00 .00 .00 5.28 4 12 .49 4.48 .00 .00 .00 18.31 13 -.47 -4.42 .00 .00 .00 -5.57 5 12 .50 -1. 04 .ob .00 .00 -5.42 13 -. 48 1.10 .00 .00 .00 2.35 13 1 13 .23 .79 .00 .00 .00 2.15 14 -.21 -. 71 .00 .00 .00 .00 2 13 .00 1. 84 .00 .00 .00 5.28 14 .00 -1. 84 .00 .00 .00 .00 3 13 .00 -1.84 .00 .00 .00 -5.28 14 .00 1.84 .00 .00 .00 .00 4 13 .18 1-.97 .o·o .00 .oo 5.57 14 -.16 -1. 91 .00 .00 .00 .00 5 13 .17 -. 79 .00 .00 .00 -2.35 14 -.15 .85 .00 .00 .00 .00 User ID: BURGESS ENGINEERING GROUP FRAME --PAGE NO. 13 J;-Z.8 **************· END OF LATEST ANALYSIS RESULT ************·** 68. FINISH *************** END OF STA:AD-III *************** **** DATE= AUG 10,2000 TIME= 13:11: 5 **** ********************************************************* * * * * For questions on STAAD-III, contact: Research Engineers, Inc at West Coast: Ph-(714) 974-1500 Fax-(714) 921-2543 East Coast * * * u, ::) 0 0:: G G z H 0:: w w z H (.'.) z I STRUCTURE DATA C:l Cl) TYPE = PLANE Cl) !:il NJ (.'.) = 1 4 c:: .D NM = 1 3 ,:0 NE = 0 a NS H = 0 ,-I © NRJ= 2 Cl) NL = s ::) XMAX=, 33.7 YMAX= 1 4. 8 ZMAX= • 0 Mox,mum= J=14,M=13 3 4. 45 S T A A 0 TITLE: FRAME I 3·, ~ I 2 A, 6!9 P O S T P L O T <REV: 22.3 MN/ELEM MOMENT MZ LN= UNIT FEE KIP DATE: AUG 10, 2011)11) ~ I ~ a_, 8 0 0:: (.J (.J z H o:; Cil C:::l z H (.J :z I STRUCTURE DAT A. !:ii Cl) TYPE = PLANE Cl) Cil NJ 1 4 (.J = o:; p NM = 1 3 co NE = 0 0 H NS = 0 ~ NRJ= 2 (1) (JJ NL = 5 p X M,A X = 3·3. 7 YMAX= 1 4. 8 ZMAX= • 0 Maximum= J=14,_M=13 52.72 -/1 7. 4 S T A A 0 TITLE: FRAME L. E ,;:=: 7 26.4 33.8! P o· S T P L O T (REV: 22.3 MN/ELEM MOMENT MZ LN= 2 UNIT FEE KIP DATE: AUG 10, 2000 ~ \ 'v.l ~ 0., D g (9 (9 z H " Ci! Cil z H (9 z I STRUCTURE DATA Ci! Ul TYPE = PLANE Ul l=l NJ CD = 1 4 " ::::) NM = 1 3 i:o NE = Q) 0 H NS = Q) ~ (I) NRJ= 2 [/J NL = s ·:::, XMAX= 33. 7 YMAX= 1 4. 8 ZMAX= • Q) Mox Lmum= J=14,M=13 52.72 WrN-0 £'=, S T A A D TITLE: FRAME P O S T 7.08 '---~6.85 P L O T <REV: 22,3 MN/ELEM MOMENT MZ LN= 3 UNIT FEE KIP DATE: AUG 1 ©, 20©© ~f I ~ °' D 0 o:; {!) {!) z H 0:: (i) C.il z H {!) z \STRUCTURE DAT A (i) Cl) TYPE = PLANE Cl) (i) {!) NJ = 1 4 er: D NM = 1 3 co NE = Q) 0 H NS = Q) H (!) NRJ= 2 C/J NL = ;i D XMAX= 33.7 YMAX= 1 4. 8 ZMAX= .Q) Maximum= J=14,M=13 65. 3 7 D ~ Lc,4,o + L.J V & LCJAO + )N.f::2 F,l!!!.R,/VJ ,!,...E p- 5 T A A D TITLE: FRAME P O 5 T P LO T <REV: 22.3 MN/ELEM MOMENT MZ LN= 4 UNIT FEE KIP DATE: AUG 1 Q), 2000 ~ I ~ P-1 :::> ~ C.9 C.9 z H 0:: Cxl Ci! z H c.9 z I STRUCTURE DATA Cxl en TYPE = PLANE U) Ci! NJ 1 4 G = CG '.:) NM i:o = 1 3 NE = 0 a NS H = 0 H N'RJ = 2 (I) C/J NL = s ' ,t:J XMAX= 3 3. 7 YMAX;:: 1 4. 8 ZMAX= • 0 Maximum= J=14,M=13 13.70 5 T A A 0 TITLE: FRAME 0, 93 , I 3 P O 5 T P L O T <REV: 22,3 e,;GH-- MN/ELEM MOMENT MZ LN= S UNIT FEE KIP 0 A TE: AUG 10, 2000 ½ I ~ BURGESS ENGINEERING GROUP -;:::;::a,,,;,,11i l'.'.'.'&;..;7$ 6,r -£' 7.'2vt!.. -rv;e__A '--:i:>Ei;1c..A/ ~----/&r A-?,,,3/ --= r!,o-; <58 Sr19c/::: _ . ~6. s8;<.JZ ---= PAGE: J-34. of __ _ JOB#: 0"(2634--o I DATE: e-a-Ze>CO NAME:____..Jf:=fs~,,.,...,k"------ Wt 1-xt.4: Jl--r w I 4 y. :so /,-f/, 1 I cvtJ,,-le ------------- PAGE: I -3S-of __ _ BURGESS ENGINEERING GROUP , 10B #: ~~ s,,_~ 01 DATE: B -10 ~ Zt)::Jo NAME: .j.}8,J,,. a(Y,/21"11 (1/ /4,-9.s-Jf,,.... --,-r t!,, ??d / t!/.M /4c?d s /2t /,,,_~ .:5 7 /Z t/ t! Tt/ ~ ,u-,P .~nS:A'.cvV ------. /!4,.,, cµ,, :: / 5-tJ4 k f.; .. -;.. I 5 (p, 1-e, I ;1 -If' C. w,,:1cl {1n /~,hi -j-· Pt -1-L-L, ~NF£ ;;-o 4,-v,;e.L.C: - ,F::: .£9t1-74 ,;,4 I .c-;C-: ,-y() ,;., Ip-::: IV7 I! JS:y__ {l,B,;, 'kp.x. J.5, ~ ~ --. ·Z//P. 74.,:,,A--:: IJ/2ult-@ t! ,~ hr t' .[.. . sr?/v~ (. /1/t?tlt ~) /vi.:: ;t),/?_lc./j-.,_ (51J,c;4-,;, 'Ip I:: ~;€,ot ,;,ct-· d::: //,':,-/},;., j 6 -= 11. 17Y/+·~/2,/'n-/.11-x /1,QJl"')z_ -r a.. Zt~. 0-Z 111 tJhul 5m£.-:&-s iz, Y:t(!//f o./ /4.11f,&- Jh1/j ?ti-l#n;,ft';?h :r~ 47/.l!?~, .. ,.,4-'d-= 171,, . ) /11 ""'=/&.~ grf,1-·Jr :. t,o'l.tfq/1-11.F + t=> :: ~o 9,_e1t.t, ~ -1= p x ,~· .. Je-. ___ ~ .._ IP 1, . . 4 ,1.M,~d--,l/,tp:f' 1t;, Onft1/t.@ hE?cf-nt>clt. ()1-t .,/-( ;~i,, f e;> J: ~ 348 • I /'',fr-4 ;. I~ ,',., /V1 -:c '3 &.r;& K.l'f --4-5:t.. 7t 1,, -k. f a BURGESS ENGINEERING GROUP ?it'hn, 6-do,1ve, 17.v L&>e9c/ / 01/thr~d 5P.J /-?h /0 6/&n1/1 Vm;;y M 1r1i;;c = . (!/21~{ S'AF<Yr {Jf'l1;"//t/4fc1 . dtPv.bb l>hfr1r ;t.,,,,,,'1,~d,;,tJ I,) 7,3 7,,1(_ 5.z.1zw M ~ ll /2'9vt \I . (c,,,... IM f..- P~GE: :I-:3&> of __ _ JOB#: ~t?a'.J t' 34-0 I DATE: -AB-10-z.t;oo NAME: J.Jf5,J~ 2 I 'It/' j:;(.1//:; /A)~,jt!j /,') /:,e,/.j.. f::.,f,,·f'r/,:6;:: /{)[LI!. So t)~ /211111 d !t~n 1,,v,. 1 I f:'l()t,. ~I w;.b /-, avt 1/4---; t-vf i/ f /t9 Ir f> f 11/i'f-,,- /.o z,clrl lo 6'1,r,,f//; ~nc/ 'YkrSt-will PE. c.v::IJ,d w / 1/ 4 '' /, J/n1 Vf /J.5 I 3, 39 1/1~ z-- {21/ .. BURGESS ENGINEERING GROUP Vol~/ ~'? /}:v /4_. PAGE: d.:-3Zof __ _ JOB#: -Z,;ccrA:::..,C>O:::.;O:::c..,,;.34-'--....:::0CL.I __ DATE: __,$:::__;-l--=O_-__:::..~_Ot!J'--'0'---_ NAME: _ _____:_./....:..J-'--(3---,..:,.Jc.,;.r __ _ t¼:-£ ¼ 1 / /4 /4-uy h // ,rf /.:?,< /r & ~,;,.,,.. <-t/ I j/2 r.>1 l.,:J~ ' ./ ,_ .. 5~ ~ t::,_4{ 66'/!:Jj r 5t,,Z,4,kf;t1 l..- tP, 1S"t:,;.. . .s:: I = "t., I I ,. ~-I·-.:;;>t,-.-. L'°:" _a_r-U //• ,:::,, ,:,,:;;,-::. /, n- /VJ :: /VI-I w:: -5, 8-S'"-/,; /}.,/ /;';,:rt..!, I/ ·t-0 rn111 //% 1l r •""'] .,.,. ,f r.: ' '.~·':i y:•, ·.,. f" , ·"" }" rr 1,r1 36-: /6)::. {'- 301 ::: h-&~ ,bcJ //~ ~4~5~ f-~ ~4-i.,.., ~ 8 = :51;, 9 .:: 0 -fc,,- B-=-D • PAGE: d -.3B of __ _ BURGESS ENGINEERING GROUP JOB#: ~l'J?,t:,!J,?-1-~I DATE: ~ 7~"' i1Jt:>0 tJ)i -,_.,II - /,F~,,1,;1).JJ ~d6~~ , huAd .Vr1/oJ1,,/ Sir 81-rut!-kr.-.:9/ D'.t::s(Sn I 1, . I NAME: J.J ~ _/,,.. ' /, -/..: I ·. -/z,, 7> ;:_ . . . t5 ::-o, !24- 6-: Bo-'%;,(z_4-,;,,)to,s1~.s( &,.&&t..·" ~ IP,0019 -r tP, 1,gtj}-.e:o77 7 : S,8€7';, C z4-ii,,..)/!_, z.,83 ( o. '.1+z) -o. 0077] -= o-:Bs'o/t;,.,(z4-,h_)'l,, [-,/;)s-a.J ~ IBZ-34-,.,., ~k..F c tP, { Z-4- µi,-:: , ez., 54-,h -1.-, -, 0-,es'1/1)t ~4-,~) ~ ~ j ::: I~ Z. 3 t/--,11 ·'J_f ._ -( ~-•. 85 '¼0( 24,;.,) l-( {)_. b() 77) ' . ;-:::: / f;;?, '34' If) :.. l'f' -t6-: 'J!:,-·1 h ')Lp /VJ= /.:;"(p, 3C/,n ·r-r /$"&, 5'//h -~ 2-?-·151;) I!, -0 ~ I~ ._3-1-1 ...:c::::i;'.'.l'.---- 0 f;.c,~ 1,1y //?fl~ t:!l , ;4p f V1f'1.J 1' ..:::--------- 2 ., ..//,1tL R0£ ln~~tlt-d1tf'W>t-hr ::< /8 I~ ~.1,t,/-t..1tft, J1JM,+dV-2~ ,i-, 6" 1' GRAPHIC SCALE 1-1/2 inch = 1'-0" 2' l'..,_I ., I ~ ~ BURGESS ENGINE:RIN() G.ROUP ;;::f;£'l/?-6to4i;;/2-r." :.,.___ /4,;, .r/ / V/-1/o~d t$'m/524-; 5-1-ru t:!..-/2 /"'47 / v~ 15ti,, ft 1/4-J<. 4 ~ /, tl-(/1 ---/11. ,;i;p,fu i. I .·'~lb-, F/an4z. PAGE: I-4-6 of __ _ JOB#:------ DATE: _____ _ NAME:_--"-.A-"-''J/5.:......,'--"-.f_..:_,-__ I ll II, I I /2, -=::. -o ~ BURGESS ENGINEERING GROUP PAGE: I -4/ of __ _ JOB#:------ DATE: _____ _ NAME: _____ _ 1,1) l;r 'l ~£ ,6 o l;lfi/ &tl'L BURGESS ENGINEERING GROUP 7it!/2n1t:.-#P;!Jr:,h,.,.- jt'/d,d /?/n/4i'ld 517'//l'thrrt PAGE: I-42-of __ _ JOB#: ~,!,oC, 3/f -DI DATE: f2 -/4f' @{jj NAME: J/& J.,,,- &'li7,4-,9r7-At1~$_5 /o/ei'/hr-~ 1 1 IP" --~1 C, /.IJ tt1 I 5, : 4~t:rd' l~dd , 8 I/ sh~ -- PAGE: X-4-:'5,f __ _ BURGESS ENGINEERING GROUP JOB#: 2t?b::::)o,.54--tJJ DATE: &-;q-z@ NAME: JJf!? . .Jc /#t')/;Jt lb~c.'ff-,,.... ~p /) C( / 07 /4~v c/ 5Y"1"/,.1(' j._f.( V /... o/c7r? 735<!:. f 3,oJV:, D~~I~--,-.~·---~-------~ ----~--1 ~ /0 '' _,_. ___ ,,,..., .fs @_. 35Z11/r-)(J.83/-l)f!J,f33.fl/g) -f 5, () ?A/<f- 9_e)3.P· 20. 04-te./4- 9'.133/r :: 2,,{) 4-r-/4 t). 5.:s2-1'/1-1(1. BsH) <f_.83-r;/t) -g,o3 1/1- 9, 83/'I--- Wu-::-12. /J4-:;f-/ ,;. /. 4-v 1;/cf1-.-3,6~-- /-.b.Ph,,-: ,.,.) !-:-tJ.1'-5!Jl,;- /vJ "· · }!!_j_ t : (-s ,c; s1/./1) ( I 4 rf.i J _?_ '7 7, 4 v/l- 10 Iv At:_f/hi: .... ~~~-~11 1-0___-:'![7_ I- 77. 4-..-11-- 1), buis- , . 77 { . . ~ ::-• tf..,t!J z..,7 A -:: . OD Z7 ( I e,/n) ( z,,·~ :: /)ff,,t 4-"::-63 -· /ZtJtfJ / l,oZ ,;,,t-~ -· BURGESS ENGINEERING GROUP fC!&,-1 ;1;~/) 'D 15=7 to-/1/ j;)1(J.::J,.7_ ?ft1/ln1t /!&'1'sh.-- /..t:>P1r/) ?l1'74>d?i' Sfl".t~C~t/''f M 6 k, Jfµ ,,4,h? y;p d k /'£, //-I ,B BIJ:: f#,11 47 -4-1 -47 -7q7~ -+&3 -16!J -o --3oJ4- I . ...,5 -4 ,X, / .0 / J, ' 1~---'1[8:1 r o.i1 ZBY-> .;.-6()( "114-JS -404 +30.!4- PAGE: JOB#: DATE: J:-44:of __ _ ~P.3"~-t>I 13-/4 -l:/)t,l) NAME: j.JB';),.- l),tt3f3 -fZ83D -f:7'"- ~ BURGESS ENGINEERING GROUP /fi' t:1/o/n/2-. ~aGl:::r PAGE::{-@ of __ _ JOB#: f'._fi!f!?t:J34--()J DATE: /3, -/.,C-Zt:W NAME: ./J t5.J r ' ~19,1c/ / t/~/tJd'd 677.llt!#YL ~ :. . ~()¢-. . Ac ~ .t?Jt1J4-/ IZ~ 4-.. @, 1o;"Z,:,,/I+ ~r ~ C,-~. /ry d-=-4'' ~,f!// @, q)(. b. Dito) As Fr-t?v -0 a~Z/hz_,, t)/C:.. ,c;. PAGE: I -4/;of __ _ JOB #: /Zt:'040 3,+-0 7 BURGESS ENGINEERING GROUP DATE: 8 -1,{--Z~o NAME: /.../ /5 ,J ,,,..-- Ot' /411 d-& .-?6h-,- L. ~,!f d / ),,/,,1-6t11d 67r#~r//)2__ ~10'1rc. #.97?1~/tl·:; f!;_:_12S--c:JJ_ (wlz) / -, ozC (_ 3 ,'fS/0:-) ( /4f.') ·-· , !9, ,5,;-'¼-- L1, 3c,;V /{-( ;:: {3_.C((. tJ.b(, I~ 82 / :: · CO I 3 '"{,q-/:3> A~--:: (:,013)(1~,-.,,)(-zJl,,) ;. _,. • ?--IJ')~ (..,'._) 'fl &.--7-6--1 i, z__ pf~ pvv :: 0.68/nL . .tr .sl!J e ''(). i. z_,•I ic ... ~- 4 ti 5 o/?.it'/6 ·---;11:-3-~-1-t'-D~.i--. _, ft 4(0 rz:'D. lt ;:;~ s/;&wn -=# &, ~E' d ,?_s s/7&-un PAGE: :r-J.'7 of __ _ BURGESS ENGINEERING GROUP JOB#: ,t..lJl)OO;J+,-?)/ DATE: LB -14-ZtJo~ NAME:.........:,.oJJ.,._.fs'.~,-/=,,.._,__ __ _ /Ft1'/2m i ~At t::~.t. ~~ti/ t',/2-,/4iP41' ,,5' /4 ~ h --t,c,' /?t) S;,,,,,.c/2~,...6 .t-tP,.., b,-o,:,/.. /, J f t"7';li/t:?)/l/-~ id /?~'i-2,Surf .= _46.31/'r-/3 w~11 sy1 ""i---wc/ 6J ~p / .bt,lb1--r, /70 mP'n--f-,-i/" t!i9nnftJh-/W •/;,'f I"'?:- I lb' .,__ _____ -~ ' R-.e, 4'-; 461'/-(f I fr: ~:ZG/l,..x.5,33f+ _ ioh · /!.15 = f!-, i.-:; ~ ,x t,t 7 A- to r-4- PAGE: J-4/k of __ _ JOB#: ,f;~o3"/--o/ BURGESS ENGINEERING GROUP DATE: ~-/ 7-Z~ NAME: ./4//5,./,,- -;:j~/21-1/C.-t:?u~s4,,-. LP~d / £4;/o~d :Sl.nfrd!,-, ~ 11/ (f ; \ .s I I )// r: (), 7/.!-7'!.,- i { /,~ 1'-;< 4, -.;/-r +-{o,1s'';#r-,K. 4,5/t,( z.~1 \ 2-3 ,J ~ t,'24/S/4¥-~ 4--t.!:)f-J->e 4,';)i-f-- 2 --s- I, 7 ,x: Z 8 71 ,14 4-,137 3/+- f--.-bd~ ···,--;-&eii) I tc , z,;., r-(Lo, ii),.· -~ I~ eoo 0,ID I), IJ ' ".:;6.f'.;t f, ;,,__, f C-I '/'::)CJ z._, ('), t 4 ,;, ,:_ U:>'$ ~56J1Z'ZU'.', t/i-rf- ,, BURGESS ENGINEERING GROUP atfh.,-;, It!.-dtP /Y ~h/' PAGE: ___ of __ _ JOB#: Z.t:9~03'4-6/ DATE: fJ -I 7 ..-,2,a:::0 NAME: JI /3 ,../.-- ~ ,,_,." d / ?I ;11 /4,;, 4 :5 T4' It~)~ r::;5 .;;.µt-t!-lul<-' A J . v~6 f!t--J ~7"p/ .,&db,,-rc/ ~Jd c:inaf ../-I;,,, t.. -,4-$,t,,54:.. ?cr;..,e,S ,;, ...... ,tJ, CJ& ,z_ /// ;,. ,_ ,::-? 'Z ~'7 ,,_ PAGE: ___ of __ _ JOB#:------BURGESS ENGINEERING GROUP DATE: _____ _ NAME: _____ _ BURGESS ENGINEERING GROUP r::hn,il?,,,..- di-/ PAGE: ___ of __ _ JOB #: ,Z.,IP ti;) ~ ~ 4-~ t) I DATE: ~ ~ / 6 -}!,~,?~ NAME: JJ8;/c: A r741. Gdrur1kr2-- c:Vf" ,,,;,d ,! P;4c/ ,: S'?Jr· a~/-;~ - o. & o/Pai.f0of- jt, '1 t,lvr!,{J !/~.t,,' WI-#I t/d !t/t; Irr s9wrr£ _,La,o 1-- //41:; 1J /'- /ff I~~ -!5&, ''" -'-e (J. o, 7 3 r'<~ s : 7)-t/ $ 3l s, 14 tb ~ 1c { P,, 7 ~) . --~ z. ~. e'/t 3 ./y ~ 4-0 '½~ z- b, O :y.;4-t/-1-- (J. 3u ,i, ,. f F , 4-a .... It.fr ~ rr" , ' . ., -.~,,5. i,,,., ... _ '--' ,_,,. ....... , ~---~ _ .............. ~--~--... Mt<J / «ik Ii .. /-./r a~£ ~ ,{5L A--1 'f' ,??.ON .... -5 J---/3.~71 W ~ I.,-;: >{Jf1Yf9-r.)x@ ::e.. !":'.'. (s-, ·U; · t-.,.. 'I-/8> u4, x p.1+-): 8 ,.-7 /, 1(: i_l<~ .·,· $'7/ I 1,:/ . ·,,, /:;,,;;- II. 25 J,r4r-- ~~. 1t.tl+'1-·-= o. &bi ,~-~P o.o s / ,i, !, -~ -~ BURGESS ENGINEERING GROUP d/-PAGE: 2--of __ _ JOB#: 2-al:Jt:J34-tJ I DATE: Jp -/t, -Z,~ NAME: .J./fsc/r /EtJ_h,17,f ~d151}y £ A-y /'tr&.a 8&A:t2 l-:P >-£- W,1/4 thu,b/t, It, ad lt// ::-I, '3 u ·1 h ' ;, p ---··-· -___ _j A'-11 ' -~ BURGESS ENGINEERING GROUP ?fi~.1/t-/4ar.;.;L-t!3-r" ~4, ~ln-t-a~~ JI.. PAGE: d of __ _ JOB#: ,Z,/fto034-i)) DATE: B -/ lt! --Ztf.Pt:J NAME: ..k/6,Jr BURGESS ENGINEERING GROUP :::?"tf/')l??C:.,, ~~/4-,- h ,;!r,Y . Ar~~ · SlrHc!-/4rL- PAGE: d.J.-4-of __ _ JOB#: ~/JIM t'.3'4-CJI DATE: ~ --/t, -£~ NAME: ../J $, ./c w,~r1 '!5r"',;.tJ .· 8<:!J~p;I,} ~,,;r,:-;yr.t,, / zs(l l'--{; rtP 5-G 4# & ~,.1;,,. 4,Fei} -,:. 125 Hr... .,t~ ?'C.,S (_?~ ,J\, ?' 6") Vse-~~;4,,z .&9r~ ,bu/-rrnb/l'L ~ ~""k;;,,&- ./r/:~,5Ur£. ~ , t:J[/L-~ p/ /£-'db · V t11l«.t-br/1,:.vd.5& ~ I t:J,,J_.c,,-,; =;,~:-Y?f'/1~ 5 ,b~ /4.c_,,~f'/-? .6.:rr..s. PL,/):: }i4-o/f-t 7,x /, 13X ) . .Zx./;D() ':. z_z,. '-z_'clt/lJ -r.---- cl. .... r?.-:::· I ro tq ., /,,t u)r ~ 1-,:3 £ ff~ 1.f{i1f_ 1-,(,,II/Jd lorff-~ , tJt,Z-:::>;c-~2z.."'l1t'(.-=-!, 5!3'7/12:- , I .1.'' 5...-~ -I A." J'"'f t /I)'--(p \I J_ BURGESS ENGINEERING GROUP hC'h ,,,1/ d ad,,$)&;-- £ ~7 //rf:o:,, p/?,µ~fe~n:--- ~&4Lr~ / (/20' -d.L-- PAGE: 6 of __ _ JOB #: ,f/JtltJtJ J'4=LJI DATE: Ip_,,.. /1,, -2:~ NAME: .f...1/3, ./,.---- -, ,, . /,J, I; {/ / /;./ o//Jp/1 ?/IP~); /J :: ?,€71,; ,,_ arctl.. /a/4r&/ /4,,!IC/..:::5 ~,f cl/'M r~ >-~ t- h,J;/1 d MN =-;z,z. Z-~rc.-,x 4.-%/ /6,l&/l)C 3_, l/1- -.: 4. 75r4. ;: 5 9. 4--1,', -f J° r z .-,/,.?~1/31;~ Y_:: 't, 5"-t:A-I t,J ·. (2.. ;-z.b-(,Ol14-)a. bO) 4.5"'- (2. :. 4-. r;--&l1v/ 1/JMRP tJ,1-_. ~,44- Ms= 2.y;.@81)/t..Y:.. s. 3i->f.r., g;.96-"/4-r/o7. o~n-1,p a /,(!?/,(,, I-~f u,;fy/ /0.P""' ~ I-c.-ri , a(' A El .r n--i = 51'~~ _J ,: -5·7-., q_. I /7 \?f t= '{.I ?Z"½;, z. 1./st, 'lJ&X8 x 1/li- §:<lf,4,/n --ip -z. 7/13 BURGESS ENGINEERING GROUP PAGE:;z-.----"-"~'----of __ _ JOB#: ,£..&fN;t? ?4---t> I DATE: 8 ~ /u -t,.t)oo NAME: ,jJ f5 Jr ;:fi l)',/2/?I e /ltJA 5 1-rr /2~ ,./ ~ )" A /f J) ;S,-'fr1-1 t! /v rt,,,. /1/4~ fa'CJj 4'1-- 6./~~ 4 ,)'°/.$ j!/J6f'/6 -= ~/f .b...,,,Sf. tf). £4 ',,x. ~y. 0, 84,.1/.·;,X/6-; 7.a/iL- !. t , 3' C/ "".4---~ 7 (J, 35""X 1 -k-? ,::;;-/40 ?,,J/',1,?_5. ~ lt) f._ dl"f t1 /;t'JJ-n ---, ·3 ~// .. /.?, 7,,, 2 Z z 3/{f-1 )C 4-15(,-/ ,X I 3. IG, ./'I-,X J 3, IZ/.1- //3, ttJ~"-./?-· = ,z,113 .~1;1 __ -1:::? X 2-1v:l,.il/2'_7' -did) sf.' t" tP-11d ?v, 3s-/~ -1-:~ 2 2 '1' ;,; '7.-- l:./ -7e - /-Z.,, 9/;; 5 - .f4-:-~) r Z.41-, --I 67.R I I • 14- /L.= z_,p I =-181111 f .: ;t. 4Z-,~1 of. __ _ JOB#: tN:?oo .Y-4--,t:J I BURGESS ENGINEERING GROUP DATE: 8 -/ & -Uli!JO NAME: J./S,J,-- -?t.?1,4/?12:.-LtAcri-Y" &,.~7 ;4,?'..;i s ~-t:J-,4.,, r-e- IP, 3 -?'Jo/;;, z_ t.-14-'%12-- ---- t-. ~ BURG~;s ENGINEERING GROUP JOB#:------ DATE: _____ _ NAME: _____ _ PAGE_: 4: of __ _ PAGlf_~/ __ of __ _ BURGESS ENGINEERING GROUP JOB#: Zt?a?:J OS.4--tJ I DATE: er$,3-e'~Z1 -/if£ , . /tJ. 11 /4- ;ti t.t3 '36 4-Z 4--'7 6~ &3 t/P.OI NAME: ..J)/3',.Jr: ~/2"...-V /L'. ~A6;-'&£ /3.oJ!E .,c;~P/,/,,;-;--4,,v ,,. .. · / //11'917,P V.,.ef.e·1r,&t-/pA &o/111' ~/I,>:? $,li'£,4,e ..s9.tJ6 ft.,1,./ Jli1 Z.?Z. -,t.AJ )3.Z61'-tJ.5""1t.. /JS. 0'7 "-/J 3, t,,p 74-~/l~ I as-o--- /351!: /s~/£-&7 f5;J', 4-3 tL. S&~l'-M 4-1f._ / / 95 74~'~ 1'~72. .~IL.N I 'ZI t'J ,."" Jq<i...7/~Lv "72. ?,YIW 'J t.f""/o fb(p IOI !3,6 i§ µI )2 -7/J-/ t b;, 85-g l<-JI , r:fB';£J5"#-N °1 6 ·, '/8 Y../ll l /. '3 ''-"'/ 4_ ,qrq1 38.58~ 9, 8 4 .. ,ry ,d_, 17. V-( I 1'b't.--i,.,, I 1 J/ 5 : -1?1 1,, ~' '?[J,lfg' f ' bl• 13 ~. I· ti ri,l~.,~ ~-0,' !ff , mo/ ~~ M4'1?e-vr 4,(;~4.Jp, /£1 tJ6'.lA.IM . "3, 5"J 1Vi-· ) 1.1s- 44 r.,v#'J / ltJ1(Plr. /tJ,/& 7tJ,03 75 BURGESS ENGINEERING GROUP '7,Et'/IM?, ~.s7'E,,e_ /8P£ mt/N.OJt-7/tJN Pe6i~_j JI. Uf-,uv r-# . )€ll/ 36/1-)J -°14~.l)/<N ,JL ?. -· . ,..;;] . ,;, PAG'-2,. of __ _ JOB#: ~t>P34--tJ/ DATE: B ~ '2, $ -Z,t)(X) NAME: ,.JJIS,Jc '''/I; I 81 §I/;1'i:! ~-- --I ,. A /,(,,vM I 7 "-:: 17 ,.,,,. . e,6/ -I 1 /UJM 53 / IS - BURGESS ENGINEERING GROUP ~~,#/4//C-~A5~ PAGl!.F_=g __ of __ _ . JOB #: Z4ld CJ ;!4--.tJ I DATE: ~ -23-'Za:z, NAME: J. 16, Jr ~ Pe: ,/iiv,,v,£)A.,,;-;,,t?..v P$6/6A./3 73,0.3 80.0/!- ~,.0 w,e71.t.4..L L,AP 37 Jl:--l'+I ' of __ _ BURGESS ENGINEERING GROUP . JOB #: ~,a::,05/1--0/ DATE: B -Z 3-~ NAME: ..f .. ,ft5 _j,... / ,E~ /IA/I{! d~A S7'E /E ~.o.a= ~v.M..OA-7/?J,,,V .VE~ ..s -D: /Z?7£ -> /Ylr1)') /V?Ap L.c?tt/1'1 ?1/.0/l,L..!, ; vere.71/AI-SNJ!J"AI!:: t.-PAO /t?. 01 f!_ t, , I Z.1¼ f t,t/~1) l?. '!;(/"¾ 75""' -o- /?J, I/ I 7.z. KN 1-3<1:J //./'l. z.4-r::"' --t:' -· /&.,/3 ze,uAt~ I+..!. Io !,·4- .. , BURGESS ENGINfrERING GROUP ~t',-9'..-v/e-&AsrGu2- PAoi1!:._S-=-_of __ _ JOB#: @4;:)0.3' 4 -o I DATE: ,,@ ~,23 -£aoo NAME: ././,6 Jr ?6~ 6t,M./.04-,??,a,<:/ ~/Gv</.S d,04-L 3,04-F::... 3it?5" I- 3,or; e. /J?,,fl-;/J y $',(t,J?/ IJ L. LtftA·O I 1, 81 ':.:"-' 48,D/\UJ C., 1, z.t., ta,J A'1,"P;l(.J.,/ {1€,S4~ lf) -t-----c.? - ___ ,., __ -t:::i- -o- -C'- -o- *;~~ PAal!!£z of __ _ BURGES$ ENGINEERING GROUP JOB#: ~tJ.34--1.J/ DATE: tJ --Z3 -2,000 NAME: ...£!/?!£ ,.J- ~~ /:I/./ 1 t!.~ CoA..s7&/e .e'toe l~vN'/?/1·/?'?),,,.,,,, V&s/C-/l/.55 -7(;?£ F-,1 MA~ ~/J/1,l/ /'1'A;,,1t Ll?l!A· 7ffe~ VFl!-17/.lll GP/l..o Z>N!Ft/£.. M~~r/./-;- '2,I) I J, UfJ. qz_, ''"7 ~~tf) €", 1 s /{~ u -s"'"' -o--- ,t,cy ,< 7. 34-/<-AJ/!J ,'/-t, tN llf) . ~h'bt/1/f.,4S ",-ti @, / '3~,11./A// ' /~.01 L I I s'?/C-' ~-7.5'f,-. -c, ,- /ti,t:J7£. /(j_q5 /:Al · 3.(A /(.., -o- /,1,0 !;L-. )~.lz_lMJ_ g-4-1) ""1/tJ,8'7/LAf -o- /aoa,e /1,34 1uJ 6, 4-7tt..N/4, 1r·tJ. --'.!.?-- ./1u· /t).IO,:-Vd-/3 /1, ~3/1--N ;7. vt3 w1,~ .n '"'' -u:i- '$/t),IO;( V)>,ar }7. 171L.N ;c'<!?JM ,w --<...::>- I I.J J?... /.rJI"' . I c,, 1£1-,:.11 e, I 1) • /b, 2(p //f' It. 73 tt-i'jt,8r/:! _,._:,- /#,/~r'hfllll"" 11 14-,,J.y t; &4--''Jr ½ I u t!! b !S ''·"' ~o- ' M-€:JIL~ tu-1.' . ltJ.14-l 4~/ b11 /LM -0 - I 6-o-s-/f?"~I It?~ 14-f::... )1~ ICN -o- aao4:.l 408r-11J ,7¾~fl.N -~ -- 80. 04~/( /, 7'1 IL 1-f . IJ 9b f>7 -0 --- l.B~f) BURGESS ENGINEER~NG GROUP ~t'll/411? &A &7'61e J1L PAGE: 7 of __ _ 10s #: 12/JotPo ,y~-/J / DATE: ,8 't '3, /!t?,?-f) NAME: J..J/S,.J.,,,,-- /21p£· _p;vN.Ok7~ ~/~..!, C)t:,. OI L 9Loz.p- /1~/J)O I/Ea/.Mt- LtJ4..o //!i. 7u ''-"-' /l,. 17f.-N -qs-/(.r.J !;, -. JI i.!2. ,oJ §!J3-~ 9,1/10 .,; 4-. 7q 11.,A.1 Cj,-731'-N "5.4-8/<.N MA,JO "01/r'~le. 3, 7u'l}.J 1 .. 10 it.N _-.-,.(:?- I y 'o/, 1<.f!. lu.{ tJ -t) t}-0 . .sJ ,7,w l},/3>01 '3,(/f,7tJ,5811·N /, t 1t.ft,,/CJ1tN .Z,'lfJl(.A/ -o- -e::,- -~- -o- -e:,- -(.;;)- -o- ~- -o- _,.,,, - -t?- PAGE: llZ -8 of __ _ BURGESS ENGINEERING GROUP JOB #: ,ZtlO(JLJ 3'4---tJ J DATE: B , Z3--1!,/J;tJC) NAME: ,/../ /3,,J.- ~.t1/;l,..</IC tf.?>A 57"El'e /21 PE-r:; v M o;q 7/ ~ DJS:t1to~ -/ Y/n F ( 4N7 1iD) i..t?t'A-7/tJ/Y M4r' ~ /!11/JY, llEiTt"l?L 'fGJJFAR.._ .A?'t?~NI L&'A·O C/4-01 L I 3,&1'<-,v 4-,8I /<.Al -o- Cj4,01fl )q, /5 JLN p, sr'' ;0,3 e; r 1-1 -~- (3 1 +'6 V-IJ u f) 80. 0'6 BURGESS ENGINEERING GROUP ~ #/UIC-~A67E' e PAGilX~~-of. __ _ JOB#: ~~c,~,.?4-0/ DATE: a -z3 -et::>:.::t:) NAME: JJ [5,,.J,,.- ~P.e-,,.c-'~At!PA-7/tJV VFs,;6vV ..s 3 Ct , tit. IL.M -=- -e:>-· C/7,tJ4-L 34---to/L/V 5 3/j,utl /?to&k.ll/ -o- . 3' ~.44}'-M C:, .Ct8/L.';z. oz11.·"1 -o- -2.&. 4-0 /L.JJ 4-. t./t lCf; J, 'l1 iu,1 -o- '2,.(J , 5 4'-l'-/1..1 / -5°'7 ,,. ,,.,.; / r.(~/1.I ' ,Q .--<.' - 17,f;J~ L :, 5. 8{f;t,t t, . tA K.l,J/t z ~ If.~ ...,_ z5,3sir.J t ,()/ KM/4-. 3//1-A{ --o - BURGESS ENGINEijRING GROUP ?e"t:1 ~,A/IC., &A 67'&/c_ PAG{!!.jJ of __ _ JOB#: ~CJ34-'OJ DATE: B-Z3-~ NAME: .J..J.6 ,..fr:: /21PIE. 6e,1,.-.,1p,lfl. ?le);'./ ,L/F7A /L-S 3,tJ/ 3,03 M//:JC )¥,e FIC/JL .::::::C'rl p T-; /-3 T-4 -.,;:::--/-..,_.; BURGESS ENGINEERING GROUP -/¥t1//,,(.//{; . ~S7e/€.. PAa/.!IL/IA of __ _ JOB#: Z:t:?&:;Qt.23'4--tJ J DATE: 13 -2 ~-Zt:'4?2 NAME: .JJ/3 Jr /21~ i=ol/M.0/JT/t'A/ D&6~ .A--:2'?( 0-...-frt?"/ Loe!Jd- °f .o ,1. /.OI I';_ f ,O I''~ . ?C,. 8xJJ r',1 -tr I\ POOR QUALITY ORIGINAL S F G "7 L M1: 1 . V=-40 kN -~-~8.71\ ,..H==4.5 W <1 '<1 4 <J :a· Sp ral stars 4 F"' theor. foundation elevotion F coocr·ete elevation H=F 4 .<J 4 <1 <J .d 1---=""---l <1 r ' "7 t> I I ' t> I I t> t7 t7 ,, ' "7 "7 I ! t> ' t> 7 "v ;:f' i ' I ' I ·, Type A, B, C 1 : 10 <:7 t I· ' I I t> 3 F= theor. Foundatic . I I I I ,. ' I I . ' t> 7 t7 "7 BURGESS ENGINEERING GROUP -;;7t'd.h,t t?.,,.,;:911 Ir,-- -~dt J,C;;,un de:vhR-11 , ·u '!:!-! /t..N rn. /4-1 o 1 iuv,..,, /J£ PAGE: // of __ _ JOB #: ~(,£VO 34-.tJ/ DATE: ,S-U--Ztt:JO NAME: ~J/3.Jr -::. /33 ,Ou, IU<lf-.rl -?8, 14 ~ :so, 4s'/- 3i 7 !1(f· 7.. = 63, °ZZ., (.('--. -:: ,rd L M.5ff/1 /'/h,,. 4~·~ s/nwgtf c/2&-lr/-1 ,:;:r Mv1:: /1.t)ll. y, I, 7 " ZM-3/,i- v(A, -= -Z,tJ ~;c /, 7 = '3' 4-,..,_ C!/,!tJk s)s-q,.,... ; A,~:: 34tl... 181010-z... ::. -4- L z ff~ ~ I tu, '-(61'll [9 /1.. - BURGESS ENGINEERING GROUP 7M,/n/t &-a15hr if: df_,,, f;wn c/;J .hJJ-YJ V:;r;;,i'r, D ;;~ 4 _ kA;,:5 M~~Hyl M°~IJ PAGE: lJZ -lZ,. of __ _ 10B #: , z-12&0 a c"Y· ~t:J 1 DATE: /5, ~ .Z6--Z-CJt:JO NAME: .,Y6,..J.,,-- ;lff).i d ~ 4-B 't_ 5/: 4-c·- 0, 1 6/-~£"/;:-. C,&~ (18/&,:,) "' --S·v~ ,;, l-4- lt),, I¼, 8 .6 ,57,,-5,. [/,,;.~ $8 vs::r-hl~ls. fvlv. -:: Z'Zu, 1''-H ::: 27ZO 1;,~k..p J:: 4-S'.,., 48" '_l_ . I~/'~ ~or-n;ol'"'s::-8,;;.,,an s::-M,/ --- cJ&,,,,.5-,d.rr ~"f. ~ ,b.?'Yr.J u.,;1.,,,.J 1-:1 1~Ht:./P,1 s-lE-~ I d;:,7f? ~ ,c-~,,-,/2--~cl ~ c?1;,,-,1/4_ . Z-A~ ' (!{/,)@... 6J = z. 4$ ,< /IPA,-·,,;_, = ~ A-~-·{!-Di,) {l)J?»t.,) = , :Z,I ;,,., ,7 tl,(1/A :> - .. -.?;4'6 - tJ s. ::: 6-;< (). 7'}',~7,,,--;... 3, 17~;;1 -r- .y :: l--::: 5' '761 h ,_ )C {.,{:) '1//,.., 7--:::. . z 3 7 ,,_ t!,J l -=--"2.-3 7 1'- {!) _ ss-{4 ~t"' ,J ;: t.tt. 70 ,;1 t.-- #1,Qf(i.$ ZJ).tJA!J fJ4,t-l-1,.s . /t!t)1;) 'Mmf1,v/t,, s ,,'it r;,./-I! /;t!.ul!lr-~:E,~[1'1-f-- PAGE: lif -/ 3 of __ _ BURGESS ENGINEERING GROUP JOB#: ;ta,o 034--tJI DATE: f3 -z. o---6¢1:20 NAME:.---"·=/J"-"5=-+",J"'-'r'----- ~~"7/2. &.,;:;,c:;/4-- ;2,;;it-;;; v n d ~ .MtP--1 . ~~tn 5'~t4r-.. r == Z4--, k=-atSt:.- h z £4,,;-.., ;,C t)' e,c, &, - '"2-- 3/J/, U ~/; Z--£4-'7, 4-/n z.. ~ 62, 271:7 7- /lr~f ~ :::.. ?1-70 /;, i!:.- 2,7,.5,3,;., ~ /7,t,,,S,; --::-- /-,,:.-; c;/_,,r ,· ? t5o . 74-ln .. 3-$1, 94-,;, z. :... '2-7'0, 4~,;, ,_ ~ ~I. 4(,,;,. t.... z t:, 'Z?cJ,.h '1-, I Cl< /QI· I . Mn :: . s ~,!J7~;.~ ~(A~"4 ~ ?~-~ pzl~. -s-1~,~ 7;) ( ti/J'Y/,, ?) ~ 8sEj,/1 ·rr :::;::-,z,7,zt:9,.;..,-fep 011.__ ~ BURGESS ENGINEERING GROUP · m6r.7/? & ,tu,4r k?i ~ /;;u,, ~ A1~-,,1 •· ···------~--~ ·~----~i PAGE: l17 -/4 of __ _ JOB#: ~()34-t) I DATE: es ,,,-z.s-;-~ NAME: J.Jfisfc --- PAGE: J27 -~f __ _ BURGESS ENGINEERING GROUP . ?it:1/J,,-71t.--tt,,r,16 /-,,,.,,-. Rt J £.. . ;,c;; 1,,01 4&-fr/n't-5 /;; -;: '56, 'J5 /U1 = ( Jt,(./L p;.,, .: ( 7 )C-/-Z, l,K--~ £ I. -4-~'' Ph --Z J., 4-Z ~--~.c..,_,~ () '-i 3'/), U IL. )oiBi'h~::. /0. 41 k:.. /IJJ8i'.--t- A/t?'w 4-,,.,.. n-i V"J-Yf f11. r M ~ cl JO ~ B 7. 5°J t.,,u,,.., ~ &-4,u IL lt- M t-v -;.::. t...t,4--. lt./ I r-7 -.: I O 1, e k (J- )t> Cf .8 le.~~ 0,°t ~ JOB#: ,:;2'.R,(;PO #----4/ DATE: #-;?6",-2.tt'c!Jo NAME: ./J'S,, .Jr t)JL. 4 ,, /1/fEi/ <;tJ -------- h1 ; ... s ,b::> Io/ t! ,.;..a /L- ~s £. ~ VE ...-,-$,,:7,Nh r .;!.. /13 .,.,..._ 4 "'= )4-~ I· 4.,.;c 1-I-'' ~ z C 9.e,?,i~{-OJ :: :. i :,:; JJ. t~,;'l 4--" -c:;;: 14-., A-, nn'',4~ &J. 71'A> BURGESS ENGINE~RING GROUP ' ~;f,,..,,/e. d'&.a~tf:- £/de--$a,,,t?f,/f'~..$ PAGE: .lJ7 -/{o of __ _ JOB#: t,tl~0·6J"p.,jl.~~/ DATE: J:t~~·-'&$1@ NAME: ..JJ,5,,.J;e /4-0 1'/;,1 t. A' '3 )< ,{), 71,~ l!-41 8,21/1 z. {f1'·65-z1 ~1;·:0 :.- 1/J.. 71J I l -1 I 0-/J/-t 't" /1-14•1/i ,!... ,/,C.,~I'•' 7 ..,_ ,:;;, -:: f!.-1l I/~ ·. ·/utn :: 1--1, I I~)<. Ph lr :: (!1 I, 1j(';,;t:tJJ9,:17){ fttJ ?/,,~) = ge,€,3 ,~ 1Je.-f ""- A// h, rlfd :. J4b4-,;,,, 7=, Vf,-/tt tP~ - BURGESS ENGINEERl'N:G GROUP &/?.,,11! &n$/Yr It', .l£ ~.,, /4/?-dn ~7:f1 3 7. 34-lt:¢1/::. 8, 59, /r. 1'1-1. • /4 ,,tl,t /L ; Pr,. ~ - PAGE: Ill: /J of __ _ JOB#: .Z/:192~34:-c/ DATE: 6 -;2.~-Zae? NAME: .jJf5 J, ' ~t).,5'1 /1..- y!', t1. --; VsL--::. -ZB, 7(,,· k.AJ:: .b--34--k. . 'VP= 1}1J~1 ~ Vn ~ IZ 7/J iC- tJf-·&, l M,f:1-:: 41, / :3 JL_/4/m:.. 34, 7li'N- fi1i-t, "'t 59, &6-1'-/'1- /VJn-== tfi-.bL1./1i-kfx ,z,f11.: 781,i,·~f. /)se..·· A /I , ' 1 . "' ,~.. ,..; fl !1 ,...,,,. ,.-, ., ~- ~ BURGESS ENGINEERING GROUP ffe'~/-112 &d~/,;r . ~d&-~ti /1 /14> ~#11~ /~~it.., :. .. Z,!::>-4-/n ,_,. t!i£~L ,t:,7,a,r/l!:, - ~d bfprl::!, '" 3,~17,/v e.- PAGE: LlJ -tB of __ _ JOB #: &tJtl?t;34--b J DATE: 13-z~ -Z«!f? NAME: ..J.Jfs ...Iv: ' M6 ~ :s, 13/f11/ /. ?&lrz_::-&,s/ IL >-~, -so't!/J/Le- ~ BURGESS !!NGINEERING GROUP . PAGE: i.lJ -/9 of __ _ JOB#: -:zt?&a03~,:, J DATE: ,t8 r2L,,, -2-tM:JO :5.04-L 3.IJS°{_ '3. lf)Cil- $, !J? f..J NAME: .J.J 15 ,-Jr= 7i /0 /712 ,eb.;a1s ;l-;-r ti?, d 1!-F,; « n d cV·cht!J-n-5 ---~~--_________ .... ___ ..... _, .... ,..... . _,_,.. .......... . dlft/lZ-, do/°JJ/1j ~~/,// r' 90 1/1,( r-/ /Z 1 /IJ/4w 1t6()o/-fi _.· .~,,.. ,2,h ./,,,1. It~ ,r,, Pl'J'l~-111 qt 4 :::::. 91,,c /.6 ../4,,.x. "5, /4-/61 ~ 42-. 4-4 l'.- r~ f;f;, f Ff :: t ~ 63 I~•/-//J, (p: Aki //7~c:i); ~o ..:5.l'-',P..;;,..,,....-,.,/4- ,,1/0 <:t,r-e"h:/c : 117, 13 "->-. )~ I 2-. ~-&:'ll_ I . ' '-" • I If I . ~. 0 4'~rP:.. 3' ()SR. ~. r,,r., R. 5,()1 P-. l /B"d,,./11,J r{f;"" 4 tt.7 L/1//tt~ /:J ~;,s 8f1r-o I ~ "1 p,'+ch BURGESS ENGINEERING GROUP -7i t'ht?/ ~ t?~ ;!lt5(p;- R, f-lt!!.-j:; u11£.1 t!!v t/tf!-rJS PAGE: ZlI-ZDof __ _ JOB#: £/N~<P0.34-CJ I DATE: a -Z.u -;!,~ NAME: .JJB,J- /1'7e>~Jl!-,,L "1*~~ -¥r~ /ii>/~ 4Kn#tvt7,d;-,.1!.> ~~/L /9 I-~ 1,0 # c'f d Y-C'r r-'z:~ 0 Vs£-94 ,tJZ ,u/,,.::' ,:fl~ d>~gr ,!?'5'7-- Pc-zt-,4-1K.N+-&t, 71 eA/ =-53,,Zf})/9.I-== /l,Cj'1'L ~o s-;,~/e, 18 11 f, £ r w, 't/ UJt?~IL. w,'+l-1 Sm11// <:2,-.'B /.Lv4' c-·,__ ____ ..J__ ____ _!___ p,~ : / .lt,4\X-l 4--C, 3 "/t-- -i ~-91 11/f- lJ,, -:. /4,& 3 ''-- ~ BURGESS ENGINE:RING GROUP PAGE: lil-:-ZI of __ _ JOB #: -Z.6?4126 3 4-t> I DATE: A -Zv -~t:J NAME: ..J../ B . ..J r :::itf!f,1?1? &d/G/fr t2 ci£.. ;::; ti /?tr l.!V h )--n:!; ~z r=-~vode:v/4-n /4.,,;/ d ,, . ,zg_ . 99 1W " 7~-y, 32-- ~ ;:-~~ ,CJ0/3"" t}.t!?Ol;J .4-s =-It,, ;;,,x: IC1ri)C' . ~17 .;_ &, 4/ ;;; 2:,.. .• Ut z &. 4--~ YrP/' I bt) /it,-n--, ·/ ~ s-hf~tj7s Q 1Z ''!) ,{!_, l S 3 6-kl-/'u/'5 ~ 11--\t),~ ------ PAGE: Zi7-ZZof __ _ BURGESS ENGINEERING GROUP JOB#: ?;.,t:lttl6JtJ 34-t;J/ DATE: ~ -?,_(¢ -~ NAME: .,/Jfzt.k: ~/hv l. Lbdtt.//-;- £ /1£.. ~.,, n d':.l/1/.P?l ~ /y/9£.. r hu;-,? ~/2b1.,,;~ < ,. Gf rd ti, ,8111 -=· Rf r' . W r./-C /. 6~.,-'< I. ,s·::,c 4,t,Z, I~ 0, J(;'½'/ 3-= {5/./jy ,'7!:.P1/ J'Z'. b .£u ,-,d,2 /4&nc .S: fer; ,4-tt,-,-, al,,-~ 6- V st-)!~ r ~ro1t/a/lh1 ---------·· 4, 73''-- .251;,lf"t-/&' ~/1ls::d r'~ 0 Ea .b:-an-i t1iFnh-;'l: d b~ol:oiF" ~ ~~4 Pm'lSJ-~ :'. Z-2.6/M-/lf:: ::;-, t3/L l&O BURGESS ENGINEERING GROUP /,FJ,,1/1/d ; & Ac&,-, ;<{?/;;;C---~,M #~/7h1!b PAGE: JOB#: DATE: 127-~f __ £,tJcJoCJ .J 4-b I 8 --Zu -~&00 NAME: ../J/3,,.J r ~ -:: ~g X 1 ~,z.· ~::;-1,';,,)C./0 ,~1 '--~-t:.,,4-/n 2- Vs 'i.. z,..u6 b;;:;-r~ )t>I -· . {;)----,.,..,./4 -fk!'" IE.'' a. 8. )L---6tt!~ 6 /~ 'It /!o t, ~---· ~--·-.. --.-~ .... --~ DR. -ING. WEISS IN<ibL'IIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX:· 0761/23251 INHALTSVERZEICHNIS '-4. _; AUFTRAG '.f-m:. : 00018 . ZEICHEN: L g-~I- 000-3c./-D/ SEITE: 1.I oz:·. 1 1 FAHRBAHN-AUSLEGUNG ...........•.•.......................................... 1. 1 1 . 1 BAHNPARAMETER . . . . . . . • . . . . . . • . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . 1 . 1 1 . 1 . 1 Allgemeines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . .. . . . . . . . . . . . . . . . . . . . 1 . 1 1. 1. 2 System ................................................................ 1 .1 1.1. 3 Geometrie der Bahnlinie ................. ~ .. ; ........................ 1. 2 1. 1. 4 Fahrzeug ............... , . , .......................................... 1. 6 1. 2 ERMITTLUNG DER GESCHWINDIGKE-IT ........................•................ 1. 7 1. 2 .1 Energiesatz ftir -einen Massepunkt .................................... 1. 7 1.2.2 Geschwindigkeit der Fah,.tzeuge .. · .................................... 1.11 Stand: 12.07.2000 L () DR. -ING. WEISS INGL~•.tEURGESELLSCHAFT mbH AUFTRAG 1-u<: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 1.1 LANGENHARDSTRASSE 10 79104 FRE-IBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX: 0761/23251 1 FAHRBAHN-AUSLEGUNG 1.1 BAHNPARAMETER 1.1.1 Allgemeines Die Achterbahn riWilde Maus" ist ein~ Achterbahn, bei der.die antriebslosen Wagen in eine~ schragen Lift aus dern Bahnho£ nach oben transportiert werden. Von bier fahren die einzelnen Wagen .,,bloc-kwedse" durch eiri grosses Tal mi t anschliessender schlaufenforrnigei Abwartsfahrt uµd Kurvenfq.hrt ain Ende. Dann kehren die Wagen unter der zurtickgelegten Strecke in den Bahnhof zurtick. Die Bahn ist folgenderrnassen ausgelegt: Berg~ und Talfahrt findet auf der Geraden statt, Kurven werden rnit geringer Langsneigung und ohne Querneigung durchfahren. Die Berechnung erfolgt rnit dern Rechenprograrnrn RSTAB ftir raurnliche Stabtragwerke. Wir haben das kornplette Tragwerk rnit der Schiene raumlich berechnet. 1.1.2 System -DR.-ING. WEISS ING1.,aiIEURGESELLSCHAFT mbH BERATENDE BAUINGENI~URE VBI 79104 FRE:i:BURG LANGENHARDSTRASSE 10 TEL: 0761/31462 FAX: 0761/23251 tiro,n~~/ ~-;;:;:::t!l~AA:nL- 1.1. 3 Geometrie der Bahnlinie AUFTRAG hit~ : 00018 SEITE: 1.2 ZEICHEN: L OZ: 1 Die Geometrie der vorliegenden Bahn entspricht von Bahnpunkt 10.03 bis Bahnpunkt 94.07 der Geometrie der ,,Wilden Maus" im Europapark Rust. rin folgenden drucken wir diese Bahnlinie aus. Die Bahri.linie im Bahnhof, Lift lind der. ersten Kurve nach dem Lift sind den Planen der Fa. Mack zu ·entnehmen. In der folgenden Tabelle "Bahnlinie im Grundriss" sind die -geometr.ischen Punkte der Bahn in der Trasse aufgellstet. Darin bedeuten: BP Kurve Rh L SUM L Bezeichnung des Bahnpunktes Bahnkurve in der Horizontalen GE -Gerade (Radius t= 1E+i5) KR.. -Kreis 0 KI,.. -Klothoide ., S11l,-ql .• RE -Drehung nach reehts r"t,/q'/l'o-. -/'f',4-1- ... LI -Drehung nach links Radiu$ in der Horizontalen Lange zum nachsten Bahnpunkt Gesamtlange am aktliellen Punkt BAHNLINIE IM GRUNDRISS BP Kurve Rh L SUM L 10-11 GE 1,0QE+15. 58,000 36,58-1' 11-13 KLRE 1,00E+15 .. 2,411 ~4,581. 13-15 KRRE 2,4 6,008_ 96,992 15-17 KLRE 2,4 2,411 . 193,000 17-18 GE 1,00E+15 3,500 105,411 18-20 KLLI 1,00E+1S . 2,411 108,911 20-22 KRLI 2,4 " 2,616 H1,322 22-24 KLLI 2,4 2,411 . 1°13,938 24-25 GE ·1,00E+15 1,500: 116,349 25-27 KLRE 1,00E+15 2,411 117,849 27-29 KR.RE 2,4 4,249 120,260 29-31 KLRE 2,4 2,411,_ 124,509 31-32 GE 1,00E+15 5,900 126,920 32-34 KLLI 1;00E+15 2,411' 132,820 34-36 KRLI 2,4 5,129. 135,23.1 36-38 KLLI 2,4. 2,411 140,360 38-39 GE 1,00E+15 . 5;200 1:42,771 39-41 KLRE 1-,00E+15 2,411 148,971 41-43 KRRE 2,4 5,673 '· 151,382 43-45 KLRE 2,4 2,411 157,055 45-46 GE f,OOE+15 8,400 159,466 46-48 KLLI 1,00E+15 2,411. 167,866 48-50 KRLI 2,4 5,715 170,277 50-52 KLLI 2,4 2,411 . 175,992 52-53 G!= 1,00E+15 9,400 178,403 53-55 KLRE 1,00E+15 2,411 187,803 55-57 KRRE 2,4, 5,590 190,214 57-59 KLRE 2,4 2,411 195,804 59-60 GE 1,00E+15 11,287 198,215 ·1 -' '\ DR.-ING. WEISS ING.i,,1UEURGESELLSCHAFT mbH. AUFTRAG l~L<.:: 00018 SEITE: BERATENDE BAUINGENIEURE VBI 1.3 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX.: 0761/23251 BP Kurve Rh L SUM L 60-62 KLLI 1,00E+15 2,411 209,502 62-64 KRLI 2,4 4,420 211,913 64-66 Klll 2,4 2,411 216,333 · 66-67 GE 1,00E+15 2,363 · 218,744 67-69 KLLI 1,00E+15 3,868 _-221, 107 67-69 KRLI 9 14,81? . 224,975 69-71 KLLI 9 -~,868 239,787 71-72 GE 1,00E+15 26,732 243,655 72-74 KLLI 1,00E+15 _2,411_ 270,387 74-76 KRLI 2,4 5,045 272,798 76-78 KLU · 2,4· 2,411 277,843 78-79 GE 1,00E+15 _ _27,5b0 . 280,?54 79-81 KLRE 1,00E+15 .. 2,411 307,754 81-83 KRRE 2,4 5,596 310,165 83-85 KLRE 2,4 2,411 315,761 85-86 GE 1,00E+15 8,075 318,172 86-88 KLL!. 1,00E+15. 2,411 326,247 88-90 KRU 2,4 4,339 328,658 90-92 KLLI 2,4 2,411 332,997 92-93 GE 1,00E+15 24,807 335,408 In der folgenden Tabelle "Bahnlinie im Aufri:35" sind die geometrischen Punkte der Bahn in der Gradiente aufgelistet. Darin bedeuten: BP Kurve RV L SUM L Bezeichnung des Bahnpunktes ijP: Hilfspurrkt Radius in der Vert~kalen Lange zum nachsten Bahnpunkt Gesamtlange am aktuellen Punkt . BAHNLINIE IM AUFRISS BP Kurve Rv L SUM L 6 HP -6' 2,639 36,581 7 HP· -12 2,550 39,~20 8 HP -22 1,222 ·. 41,459 9 HP 1,00E+15 4,234 · 43,337 10 HP 20 14,751 -47, 148 11 HP 20 13,008 61,!177 12 HP 1,00E+15. 6,541 75,078 12 1 HP -15 2,437 80,932 14 HP -10 2,437 82,479 . 15 HP . -6 2,618 84,011 16 HP 1,00E+15 132,163 86,581 17 HP -9 2,099· 218,744 18 HP 1,00E+15 24,980 220,936 21 HP 12 3,155 244,690 H 15,370 14,670 13,132 11,290 7,080 0,500 5,389 10,464 11,638 . 12,4_70 12,965 9,043 8,704 1,957 (1 - DR.-ING. WEISS ING.1!11~-IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 BP Kurve Rv !- 22 HP 12 6,910 22 1 HP 1;00E+15 6,910 23 HP -15 2,289 24 HP -,-, -10 1,691 25 HP -7 2,618 26 HP 1,00E+15 17,76~ 27 HP -6 . 2,452 28 HP -12 1,039 29 HP 1-,001;+15 2,691 30 HP 8 4, 1~!3 31 HP 8 3,886. .. 32 HP 1,00\;:+15 1,61~ 33 HP -15 1,767 34 HP . -10 2;032 34_1 HP ~6 2,Q32 35 HP 1,00E+15 27,879 36 HP -8 0,738. 37 HP 1,00_E+15 9,689 38 HP 6 0,553 39 HP _ 1,00E+15 15,162 40 HP 5 0,148 41 HP f,00E+15 28,847 AUFTRAG 'r~1t~ : ZEICHEN: L SUML H 247,969 254,251 257,208 258,878 260,597 262,486 280,254 . .282,706 284,008. 286,118 290,493 · 294-335 -'· ' 295,703 296,567 298,205 299,936 335,408 . 336,146 345,835 · 346,388 361,551 361,699 00018 1,500 3,276 5,093 5,979 6,575 6,777 6,249 5,645 4,906 3,528 2,226 3,209 3,958 4,395 4,991 5,193 4,141 4,084 2,895 2,853 2,403 2,400 SEITE: .OZ: 1 117-ZB ooV3t./-oJ 1.4 ---. -· DR. -ING. WEISS ING.1,w(IEURGESELLSCHAFT. mbH AUFTRAG lh:f'. : 00018 SEI_TE: BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 ·FAX: 0761/23251 In der folgenden Tabelle "Stiitzertpunkte" sind die geometrischen Punkte der unterstutzen Bahnpunkte aufgelistet. Darin bedeuteri: Bezeichnun~ des Bahnpunktes Stiitze SUM L Gesamtiange am aktuellen gestiitzen· Punkt STUTZENPUNKTE --5-n;;;,<!?..--r ~7 ;..-=l..s::. Stotze SUML Stotze SUML Stiitze SUM L 10,03 39,340. 38 144,681 73,06 259,331 10,04 43,907 39 150,881 73,07 262,875 10,05 47,907 42,01 153,720 74 270,720 10,06 · .50,907 42,02 156,129 71,01' 274,062 10,07 53,657 42,03 158,538 77,02. 277,246 10,08 56,157 45 ~61,377 80 280,588 10,09 58,407. 46 169,777 . 80,Q1_ 283,458 10,10 60,607 49,01 172,533 80,02 ·-286,327 10, 11 62,736 49,02 174,921 80;03 288,577 10,12 64,986 49,03. 177,309 80,04 290,827 10;13 67,236 52 180,064 80,0§ 293,077 10,14 69,486 53 188,564 80,06 295,327 10,15 71,736 56,01 191,361 80,Q?.-· 298,246 10,16 74;236 56,02 193,74~ 80,08 301,164 10,17 76,986 56,03 196,137 81 308,088 10,18 80,986 59 198,935 84,01 310,902 .. 10,19 84,9~6 60' 210,135 84,,0~ 313,301 10,20 88,942 63,01 213,267 84,03 315,693 11 95,340 63,02 216,409 87 318,506 13 97,751 66 219,546 88 326,581 14,01 100,714 67 222,231 91,01 329,678 15 103,697, 68,01 224,932 91,02 332,652 17 106,108 . 70_,01 ' 227,603 94 335,742 18 109,608 70,02 230,430 94,01 339,999 20 112,019 70,03 233,100 94,02 344,257 22 1'14,736 70,04 . 235,927 • 94,03 348,515 24 117,147 70,05 · 238,597 . 94,04 352,773 25 118,907 72,01' 241,268 94;05 357,031 28,01 121,972 73 243,987 .. .. 96,01 361,291 28,02 125,030 ;73,01 246,487 97,0~ 36'~,.518 31 128,079 73,02 248,787 97,02 369,745 32 134,479 73,03 .. 251,037 97,03 373,972 35,01 _137,947 73,04 . 253,287 .97;04 378,199 35,02 141,214 73,05 ?55,787 -. 1.5 -DR. -ING. WEISS ING.1.,wlIET:JRGESE;LLSCHAFT mbH BERATENDE BAUING~NIEURE VBI LANGEN~STRASSE 10. 79104 FREJ;BURG TEL: 0761/31462 F~: 0761/23251 1.1.4 Fahrzeug -Luftwiderstandsbeiwert der Fahrzeuge: -Stirnflache des Fahrzeuges A= 1,25 m2 -Masse des Fahrzeuges m= 1.150 kg -Erdbeschleunigung g= 9,81 m/s 2 Dichte der Luft (1 AUFTRAG hr1.-'. : ZEICHEN: i, p= 1, 25 ·kg/m3 (DIN 1055 Teil 1) Massentragheitsmoment Imtr= 0, 094 kgm 2 {JO l{- 00018 SEITE: 1. 6 OZ: 1 .·,1 .• . . . . DR.-ING. WEISS· ING ... u:HEURGESELLSCHAFT mbH AUFTRAG ht'I.·. : BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ·z·EICHEN: TEL: 0761/31462 FAX: . 0761/23251 1.2 ERMITTLUNG DER GESCHWINDIGKEIT 1.2.1 Energiesatz fur einen Massepunkt 1.2.1.1 Energiesatz .. -- 5.,1< 29 --------- L ------.,. v' -, ·I< 2q h, Gleichung (1): h: v: ( v 2 J· : ( v 2 J ·· J hi.+ -.-1 -* le = h2 + --2 -* le + ('f.Afz; )· 2*g . 2*g . / . ' geodatische H6he Im] Geschwindigkei_t [.m/ s J 00018 SEITE: 1. 7 OZ: 1 k: Faktor £tir den EinfluB des Massentragheitsmomentes der Rader Ver1ustp6hen bedingt durch Reibung und Luftwiderstand DR. -ING. WEISS INGhl14IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 1.2.1.2 Reibungsverluste Gleichung (2): 3 X 1 L !ih; =Jl * N; *---*-*- i=I COS a 11l g (a) auf sqhiefer Ebene N 1 = m * g * cos a (b) in Vertikalkurven ~ ' I • • • . j\UFTRAG iu1<::: ZEICHEN: \ Boh11\rn1w A,;sir.hl L Nz v2 m * 'RV Rv: Vertikalradius (c) in Horizontalkurven .00018 SEITE: OZ: 1 liI-sz. 000-3l/-D J 1. 8 .• --·'""' I · l DR.-ING. WEISS INGLaUEURGESELLSCHAFT. mbH AUFTRAG l~rc. : 00018 SEITE: BERATENDE BAU~NGENIEURE VBI LANGENHARDSTRASSE 10. 79104 FREIBURG ZEICHEN: L TEL: 0761/31462 FAX: 0761/23251 N3 v2 -m * R,, Rh: Horizontalradius GE: KL: KR: Gerade Klothoide Kreis LI: links LI: links (d) Zusamrnenfassung, (a)-(c) Schnitt senkrecht zur Fahrbahn Krafte aus dem Massenpunkt v2 m*- RE:. rechts RE: rechts OZ: Gleichung ( 3) : R,, v 2 =-----~---------~--- m*g*cosa+m*-;-: R, •(g*cosa+ ;:) 3 °'INi =N=(N1 +N2 )*cos/3+N3 *sin/3 i=I ( m*v2 • ) m*v2 .• N = --+ m * g * cos a * cos /3 +--* sm f3 R,, . R,, 1 1. 9 Gleichung (4): . LL\h; =µ*--. *--*N=µ* --.-+cosa *cos/3+--*sin/3 3 LU 1 [( v 2 . J v 2 ] i=I cosa m* g g* R,, g* R,, 1.2.1.3 Verluste durch Luftwiderstand Gleichung (5): Ah -cw * p *A* 2 * Ax, u 4 -V --2*,n* g cosa DR.-ING. WEISS ING.t!.i{J;EURGESELLSCHAFT mbH . AUFTRAG is.A 1• : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 1.10 LANGENHARDSTRASSE 10 79104 FREIBURG tEICHEN: L OZ: 1 TEL: 0761/31462 FAX: 0761/23251 1.2.1.4 Massentragheitsrnornent der Rader I Rm/ = 0,094kgni2 Rotationsenergie: E =.!_* I*-1-*v2 Rot 2 R2 1.2.1.5 E = .!_*O 094*-1-*v2 = 3 25* v2 Rot 2 ' O~l22 ' pro Zug (Achsen.-Rader-ERoT) : Enor = 2 *4*3,25 *·v2 = 26 *v2 E. =.!..*m*v2 ~·ERot = 2*117 Km 2 E Kin 111zug 1 234 1 1 ( 234 J E . +E = ....:...* m*v2 +-·---*~*ni*v2 = -*m *v2 * -1 +--Km Rot 2 2 2 · , . Ill Zug · . Tll Zug Gleichung ( 6) : . 1 E +E =k*..:_*m*v2 KIN Rot 2 ( .234 J ·rni.t: k = l +--. = 1,05 11lzug 1.2.1.6 Gleichung 1 rnit v=-*{v1+v2) undGleichungen (2), (4), (5) und (6) in (1) eingesetzt und 2 . urngeforrnt ergibt: v2 =-v, *k+ lzj-h2 *2*g-2*--* w *v2 +µ -*g*cosa *cosfJ+---*smfJ 2 1 [ 2 ( ). & ( c * p * A ) ·(( v 2 ) v 2 * m . )] k cosa 2_*m _ Rv R,, Die Berechnung der Geschwindigkei t erfolg.t mi t einern elektronischen Rechenprograrnm. DR. -ING. WEISS ING.tal:UEURGESELLSCHAFT mbH AUFTRAG l'iR~. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 1.11 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 1· TEL: 0761/31462 FAX: ()761/23251 ' Speec/ (;1_4;tf<tJ 1.2.2 Geschwindigkeit der Fahrzeuge Die Geschwindigkeit der Fahrzeuge wird mit dem Energiesatz flir einen Massepunkt berechnet. Die folgende Tabelle ist mi t einem Reibbeiwert ~L= 0, 01 7' berechnet. Phi-s V t alpha ( bv \ bh b max theoretische Querneigung [ 0 ] ( arctan (bh/bv) ) Geschwindigkeit [m/s] Zeit [s] Grundrisswinkel (,,Wilde Mau-s" Europapark Rust) Vertikc1lbeschleunigung (m/ s 2 J tJl,-f11;;/ ,U.tf lrl"B~ • Horizontalbeschleunigung [m/s 2 ] h~,.,.-,l~tJ.,f~/ ~d U l,r~h,,-.,-. Risultierende Beschleunigung (m/s 2 ] Sonstige Parameter wi:e vor. Bahn pun kt SUM l Phi-s V t · alfa bv bh b_max (HP) 10-11 36,581 GE HP 36,581 36,600 0 4,97 3;_54 4,8 5,67 0,00 5,67 37,200 0 5,05 3,76 10,6 . 5,46 0,00 5,46 37,800. 0 5,25, 3,87 16,5 4,99. 0,00 '4,99 " 38:,400 0 5,55 3,98 22,5 4,20 0,00 4,20 39,000 0· 5,96 4,08 28,2 3,12 0,00 3,12 HP 39,220 39,600 0 6,45 4,18 31,8 5,_13 0,00 5,13 " 40,200 0 6,!;J7 4,26 35,2 4,26 0,00 4,26 40,800 0 7,53 4,34 38,8 · 3,27 0,00 3,27 41,400 0 8, 11 4,41 41;8 2,22 0,00 2,22 HP 41,459 42,000 0 8,72 4;48 44,0 3,84 0,00 . ~.84 42;600 0· 9,33 4,55 46,2 3,09 0;00 3,09 43,200 0 9,94 4,61 47,8 2,37. 0,00 2,37 HP 43,337 43,800 0 10,56 4,67 47,9 6,58 0,00 6,58 ". 44,400 o. 11, 13 4,72 47,9 · 6,58 0,00 ·6,58 45,000 0 11,67 4,77 47,9 6,58 0,00 6,58 45,600 0 12,19 4,82 47,9 6,58 0,00 6,58 46,200 ,0 12,69 4;~7. 47,9 6,58 0,0d 6,58. 46,800 0 13,17 4,91 47,6 6,61 0,00 6,61 HP 47,148 47,400 0 13,63 4,96 '45,6 1'5,84 0,00 15,84 48,000. 0 14,03 5,00 43,2 16,72 o,oo· 16,72 48,600 0 14,39 5,04 40,8 17,51 · 0,00 17,51 49,?00 0 14,71 . 5,08 38,6 18,24 0,00 18,24 49,800 0 14,'99 5,1:2 36,4 18,92 0,00 18,92 .. 50,400 0 15,25 5,16 34,3 19,54 0,00 19,54 51,000 0 15,49 · 5,20 32;3 20,10 0,00 20,10 51,600 0 15,70 5,24 30,3 20,63 0,00 20,63 Rv -6 -6 -6 -6 -6 -6 -12 -12 -12 -12 -12 -22 -22 -22 -22 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 20 20 20 20 20 20 20 20 20 Rh 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+1~ 1,00E+15 1,00E+15 1,00E+15 1.,00E+15 1,00E+15 1,00E+15 ' -AUFTRAG ~~). : DR. -ING. WEISS ING~WIEURGESELLSCHAFT mbH 00018 BERATENDE BAUINGENIEURE VBI LANGENHARDST,RASSE 10 79104 FREIBURG ZEICHEN: L TEL: 0761/31462 FAX: 0761/23251 jBahnpunkt jSUM l-jPhl-s I v I alfa ·, bv I bli . I b_max 79,800 0 10,00 7,10 -40_,9 7,41 0,00 7,41 80,400 0 9,48 7,17 -40,9 7,41' 0,00 7,41 HP 80,932 81_,000 0 8,92 7,23 -3~,1 · 1,97 0,00 1,97 81,600 0 8,37 7,31 -36,2 2,94 0,00 2,94 82,200 0 7,84 7,38 -33,2 3,83 0,00 3,83 HP 82,479 82,800 0 7,33 7,46 -29,4 2,80 0,00 2,80 83,400 0 6,86 7,55 ~25,5 3,82 0,00 3,82 84,000 0 6,44 7,64_ -20,6 4,76 0,00 4,76 HP 84,011 84,600 0 6,08 7,74 -14,5 2,97-0,00 2,97 85,200 0 5,82 7,85 -8,7 3,80 0,00 3,80 85,800 0 5,66 7,95 -2,9 4,31 0,00 4,31 86,400 0 5,60 8,06 1,4 4,53 0,00 4,53 HP 86,581 87,000 0 5,61 8,17 1.,7 9,81 0,00 9,81 87,600 0 5,62 8,27 1,7 9,81 0,00 9,81 88,200 0 5,63 8,38 1,7 9,81 0,00 9,81 88,800 0 5,65 8,49 1,7'. 9,81. 0,00 9,81 89,400 b 5,66 8,59 t,7 9,81 0,00 9,81 90,000 0 5,67 8,70. 1,7 9,81 o;oo 9,81 90,600 0 5,68 8,80 1,7 9,81 0,00 9,81 91,200 0 5,69 8,91 1,7 9,81 0,00 9,81 . . . , , . 91,800 0 5,70 .9;01 1,7 9,81 0,00 9,81 92,400 0 5,71 9,12 1,7 9,81 0,00 9,81 93,000 0 5,72 9,22 1,7 9,81 0,00 9,81 93,60b 0 5,73 9,33 1,7 9,81 O,QO 9,81 94,200 0 5,74 · . 9,43 1·;7 9,81 0,00 9,81 94,800 7,281 5,75 ~,54 1,7 9,81 1,25 9,89 BREM$EN . Block 2 87,600 0 4,75. 0,00 1,7 9,81 0,00 9,81 '88,200 -0 4,76 · 0,13, 1,7 9,81' 0,00 9,81 88,800 0 4;7a 0,25 1,7 9,81 0,00 9,81 89,400 d 4,79 · 0,38 1,7 9,81 0,00 9,81 90,000 0 4,80 p,50 1,7 -9,81 0,00 9,81 90,600 0 4,82 0,63 1,7 9,81 0,00 9,81 91,200 0 4,83 0,75 1,7 9,81 0,00 9,81 91,800 0 4,85 0,87 1,7 9,81 0,00 9,81 92,400 0 4,86 · 1,00 -1,7 9;81 ·o,do 9,81 93,000 0 4,87 ·1, 12 1,7 9,81. 0,00 9,81 93,600 0 4,89 1,24 1,7 9,81 0,00 9,81 94,200 0 4,90 1,:F 1,7 9,81 0,00 9,81 11-13 94,581 KLRE 94,800 5,318 4,91 1,49 1,7 9,81 0,91 9,85 95,400 19,29 4,92 1,61 1,7 9,81 3,42 10,39 96,000 31,35 4,94 1,73 1,7 9,81 5,96 11,47 Zi7-.3C& (JO() 3l/-DI SEITE: 1.13 OZ: 1 Rv jRh 1,00E+15 1,00E+15 1,00E+15 1,00E+15 -15 -15 1,00E+15 -15 1,00E+15 -15 1,00E+15 -10 -10 1,00E+15 -10 1,00E+15 -10 1,00E+15 -6 -6 1,00E+15 -6 1,00E+15 -6 1,00E+15 -6 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 . 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 26,42 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 26,42 1,00E+15 7,07 1,00E+15 4,08 -~ AUFTRAG 'ttR": : DR.-ING. WEISS ;tNGi,,.,iIEURGESELLSCHAFT mbH 00018 (\ n BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L TEL: 0761/31462 FAX: 0761/23251 !Bahnpunkt !SUM L !Phi-s I v · I · t I alfa I bv .bh I b_max 161.,.400 0 5,69 6,31 1,7 9,81 0,00 9,81 162,000 0 5,70 6,41 1,7 9,81 0,00 9,81 162_,600 0 5,71 6,52 1,7 9,81 0,00 9,81 163,200, 0 5,72 6,62 1,7 9,81 0,00 9,81 163,800 0 5,73 6,73 1,7 9,81 0,00 9,81 164,400 0 5,74 6;83 1,7 9,81 0,00 9,81 165,000 0 5,75 6,94 1,7 9,81 b,00 9,81 165,600 0' 5,76 7,04 1,7 9,81 0,00 9,81 166,200 0 5,77 7,15 1,7 9,81 0,00 9,81 166,800 0 5,78 7,25 1,7 ,9,81 0,00 9,81 167,400 0 5,79 7,35 ,1,7 9,81 0,00 9,81 168,000 -4,55 5,80 7,46 1,7 9,81 0,78 9,84 168,600 -23,6 5,81 7,56 1,7 9,81 4,28 10,70 Block 4 160,800, 0 5,68 ·0,d0 · 1,7 9,81 0,00 9,8-1 161,400 0 5,69 0, 11 1,7 9,81 0,00 9,81 162,000 0 5,70 0,21, 1,7 9,81 0,00 9,81 162,600 0 5,71 0,32 1,7 9,81 0,00 9,81 163,200 0 5,72 0,42 1,7 9,81 0,00 9,81 163,800 0 S,73 0,53 1,7 9,81 0,00 9,81 164,400 0 5,74 0,63 1',7 9,81 0,00 9,81 165,000 0 5,75 0,74 1,7 9,81 0,00 9,81 165,600 0 5,76 0,,84, 1,7 9,81 0,00 · 9,81 166,200 0 5,77 0,94 1,7 9,81 0,00 9,81 166,800 0 5,78 1,05 1,7 9,81 0,00 9,81 167,400 0 5,79 1,15 1,7 9,81 0,00 9,81 46-48 167,866 KLLI 168,000 -4,55 5,80 1,25 1,7 9,81 0,78 9,84 168,600 -23,6 5,81 1,3~ 1_,7 9,81 4,28 10,70 169,200 -38,5 5,82 1,46 1,7 9,81 7,80 12,53 169,800 -49,2 !5,83 1,56 1,7, 9,81 11,34 14,99 48-50 170,277, KRIJ 170,400 -55,3 5,83 1,67 1,7 9,81 14,14 17,21 171,000 -55,2 5,82 1,77 1,7 9,81 14,14 17,20 171,600 -55,2 5,82 1,87 1_,7 9,81 14, 13 17,20 172,200 , -55,2 5,82 1,98, 1,7 9,81 14, 11 17,19 172,80Q -55,2 5,82 2,08 1,7 9.,81 14,10 17,18 173,400 -55,2 5,_82 2,18 1,7 9,81 14,09 17'., 17 174,000 -55,1 5,81 2,28 . 1,7 9,81 14,'08 17, 16 174,600 -55,1 5,81 2,39 1,7 9,81 14,07 17,15 175,200 -55,1 5,81 2,49 1,7 9,81 14,06 17, 14 175,800 -55,1 5,81 2,5,9 1,7 9,81 14,05 17, 14 50-52 175,992 KLLI 176,400 -50 5,81 2,70'. 1,7 9,81 11,67 15,24 177,000 -39,8 5,81· 2,80 1,7 9,81 8,18 12,77 177,600 -25,6 5,82 2,90 1,7 9,81 4,69 10,87 178,200 -6,93 5,83 3,01 1,7 9,81 1, 19 9,88 LF-41 000~4-DI SEITE: 1.17 OZ: 1 Rv !Rh 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 43,18 1,00E+15 7,88 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E:+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 43,18 1,00E+15 7,88 1,00E+15 4,34 1,00E+15 2,99 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 2,4 1,00E+15 2,89 1,00E+15 4,12 1,00E+15 ·7,21 1,00E+15 28,51 ,. DR.-ING. WEISS INGi,.L,(IEURGESELLSCHAFT mbH AUFTRAG l't.K. : 00018 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L TEL: 0761/31462 FAX: 0761/23251 IBahnpunkt ISUM L IPhi-s_ I v I t I alfa I bv I bh I b max 52-53 178,403 GE 178,800 0 5,84 3,11' 1,7 9,81 0,00 9,81 179/400 0 5,85 3,21 1,7 9,81. 0,00 9,81. 180,000 0 5,86 3,32 1,7 9,81 0,00 9,81 180;600 0 5,87 3,42 . 1,7 9,81' 0,00 9,81 181,200 0 5,88 3,52 1,7 9,81 0,00 9,81 181,800 0 5,89, 3,62 1,7 9,81 0,00 9,81 182,400 0 5,90 3,72 1,7 9,81 0,00 9,81 18~,000 0 5,91 3,82 1,7 9;81 0,00 9,81 183,600 0 5,92 3,93 1,7 9,81 0,00 9,81 184,200 0 5,93 4,03, 1,7 9,81 0,00 9,81 184,800 0 5,94 4,13 1,7 9,81. 0,00 9,81 185,400 0 5,95 4,23 1,7 9,81 0,00 9,81 186,000 0 5,96 4,33 1,7 9.,81 . 0,00 9,81 186,600 0 5,97 4,43 1,7 9,81 0,00 9,81 187,200 0 5,98 4,53 1,7 9,81. 0,00 9,81 187,800 0 5,99 4,63 1,7 9,81 0,00 9,81 53-55 187,803 KLRE 1-88,400 20,76 6,00 4,73 1,7 9,81 _ 3,71 10,48 189,000 37,3 6,01 4,83 1,7 9,81 7,46 12,32 189,600 48,88 6,01 4,93 1,7 9,81 11,22 14,90 190,200 56,79 6,01 5,03 1,7 9,81 14,98 17,90 55-57 190,214 KRRE 190,800 56,91 6,01 5·,13 1,7 9,81 15,06 17,97 191,400 59,88 q,Ci-1 5,23 1,7 9,81 15;04 17,95 192,000 56,8.5 6,00 5,33 1,7 9)81 15,02 17,94 192,600 · 56,82 6,00 5,43 1,7 9,81 15,01 17,93 193,200 56,79 6,00 5,53 1,7 9,81 14,99 17,91 .. 193,800 56,76 5,99 5,63 .1,7 9,81 14,97 17,90 194,400 56,73 5,99 5,73 _1,7 9,81 14,95 17,88 . 195,000 56,7 5,99 5,83 1,7 9,81 14,94 17,87 195,600 56,67 5,98 5,93 1,7 9,81 14,.92 17,85 57-59 195,804. KLRE .. 196,200 51,79 5,98 6,03 1,7 · 9,81 12,46 15,85 196,800 41,76 5,98 6,13 1,7 9,81 8,75 13,14 197,400 27,27_ 5,99 6,23 1,7 9,81 5,05 1'1,03 198,000 7,767 6,00 6,33 1,7 9;81 · 1,34 9,90 59-60 198,215 GE 198,600 0 6,01 6,43 1,7 9;81 · 0,00 9,81 199,200 0 6,02 6,53 1,7 9,81 0,00 9,81 199,800 0 6,03 6,63 1,7 9,81 0,00 9,81 200,400 0 6,04 6,73 1,7 9,81 0,00 9,81 201,000 0 6,05 6,83 1,7 9·;a1 0,00 9,81 201,600 0 6,06 6,93 1,7 9,81 0,00 9,81 202,200 0 6!07 7,03 1,7 9,81 ·o,oo 9,81 202,800 0 6,08 7,13 1,7 9,81. 0,00 9,81 203,400 0 6,09 7,22 1,7 9,81 0,00 r 9,81 204,000 0 6,10 7,32 1,7 9,81 0,00 ' 9,81 SEITE: OZ: 1 N-4Zi ooo-3'-l-o I 1.18 Rv jRh 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 9,69 1,00E+15 4,83 1,00E+15 3,22 1,00E+15 2,41 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15. 2,4 1,00E+15 2,4 2,4 1,00E+15 2,87 1,00E+15 4,09 1;00E+15 7,1 1,00E+15 26,92 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E,1-15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 DR.-ING. WEISS INGh&IEURGESELLSCHAFT mbH AUFTRAG ~~~ : 00018 SEITE: BERATENDE BAUINGENIEURE·VBI 1. 20 LANGEN~STRASSE·10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX: 0761/23251· jBahnpunkt jSUM L . !Phi-s I v t . r ~,ta I bv bh I b_max Rv jRh HP 220,93·5 1,00E+15 67-69 221,107 KLU 1,00E+15 221,400 -1,84 6;00 3,80 15,9 9,44 0,29 9,44 1,00E+15 118,97 222,000 -6,05 6,25. 3,90 15,9 9,44 0,96 9,49 1,00E+15 39 222,600 -10,8 6,49 3,99 15,9 9,44 1,74 9,60 1,00E+15 23,32 223,200 -16 6,72 4,08 15,9 9,44 2,62 9,79 1,00E+15 16,63 223,800 -21,5 6,94: 4,16 15,9 9,44 3,61 10,10 1,00E+15 12,93 .. 224,400 -27,2 7,15 4,25 15,9 9,44 4,70 10,54 1,00E+15 10,57 69-71 224,975 KRLI 9 225,000 -32,5 7,36 4,33 15,9 9,44 5,85 11, 10 1,00E+15 9 225,600 · -34 7,56 4,41 15,9 9,44 6,19 11,28 1,00E+15 9 226,200 -35,3 7,76 4,49. 15,9 9,44 6,52 11,47 1,00E+15 9 226,800 -36,6 7,95 4,56 15,9 9,44 6,85 11,66 1,00E+15 9 227,400 ~37,9 8,13 ·4,64 15,9 9,44 7,19 11,86 1,00E+15 9 228,000. -39,1 8,32 4,71 15,9 9,44 . 7,52 12,06 1,00E+15 9 228,600 -40,3 8,49 4,78 15,9 9,44 7,85 12,27 1,00E+15 9 229,200 · -41,5 8,66. 4,85 15,9 9,44 8,.18 12,49 1,00E+15 9 229,800 -42,6 8,83 4;92 15,9 9,44· 8,51 12,70 1,00E+15 9 230,400 -43,6 9,00 4,98 15,9 9,44 8;83 12,93 1,00E+15 9 231,000 -44,7 9,16 5,05 15;9. 9,44 9,16 13,15 1,00E+15 9 231;600 -45,6 9,32 5, 11 15,9 9,44 .9,49 13,_38 1,00E+15 9 232,200 -46,6 9,48. 5,18 15,9 9,44 9,81. 13,61 1,00E+15 9 232,800 -47,5 9,63 5,24 15,9 9,44 10,14 13,85 1,00E+15 9 233,400 -48,4 9,78 5,30 15;9 9,44 10,46 14,09 1,00E+15 9 234,000 -49,2 9,93 5,36 . 15,9 9,44 10,79 14,33 1,00E+15 9 234,600 -50,1 10,07 5,4:Z 15,9 9,44 11,H 14,58 1,00E+15 9 235,200 -50;9 10,21 5,48 15,9 9,44 11,43 14,82 1,00E+15 9 235,800 -51 ;6 10,35 5,54 15,9 9,44 11l5 15,07 1,00E+15 9 236,400 -52,4. 10,49 5,59 15,9 9,44 12,07 15132 1,00E+15 9 237,000 -53,1 10,63 5,65 15,9 9,44 12,39 15,58 1,00E+15 9 237,600 -53,8 10,76 5,11 15,9 9,44 12,71 15,83 1,00E+15 9 238,200 -54,4 10,89 5,76 15,9 9,44 13,03 16,09 1,00E+15 9 238,800 -55,1 11,02 5,82 15,9 9,44 13,35 16,35 1,00E+15 9 239,400 -55,7 11, 15 5,87 15,9 9.,44 13,66 16,60 1,00E+15 9 71-73 23Q,787 KLLI 9 240,000 -54,8. 1_1,28 5,92 15,9 9,44 13,21 16,23 1,00E+15 9,53 240,600 -50,4 11,41 5,97 15,9 9,44 11,29 14,71 1,00E+15 11,4 241,200 -44,8 11,53 6;03 15,9 9,44 9,27 13,23 1,00E+15 14,18 241,800 -37,5 11,66 6,08 15,9 9,44 7,16 11,85 1,00E+15 18,77 242,400 -27,9 11,78. 6,13 15,9 9,44 4,95 10,66 1,00E+15 27,75 243,000 -15,8 11,91 6,18 15,9 9,44 2,64 9,80 1,00E+15 53,18 243,600 -1_,38 12,03 6;23: 15,9 9,44 0,23 . 9,44 1,00E+15 637,57 73-74 243,655 GE 1,00E+15 244,200 0 12,16 6,28 15,8 9,44 0,00 9,44 1,00E+15 1,00E+15 HP 244,690 12 244,800 0 12,28 6,33 1.3,8 21_,96 0,00 21,96 12 1,00E+15 245,400 0 12,37 6,38 10,9 22,29 0,00 22,29 12 1,00E+15 246,000 0 12,44 6,42 8,0 22,53 0,00 22,53 12 1,00E+15 / .. ,L/-,44-r, --,-D-R-.---IN_G ___ WE_I_S_S_I_,NGll~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI f\ coo-34-D I AUFTRAG r,m:::""":--'-00_0_1_8 _ _,__SE_I_T ..... E_: ___ __, 1.19 LANGENHARDSTRASSE ·10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX: 0761/23251 !Bahnpunkt !SUM L !Phi-s I v I alfa. I bv bh jb:_max Rv !Rh 204,600 () 6, 11 7,42 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 205,200 0 6,12 · 7,52 1;7 9,81 0,00 9,81 1',00E+15 1,00E+15 205,800 0 6,13 7,62· 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 206,400 0 6,14 7,71 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 207,000 0 6,15 7,81 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 207,600 0 6,16 7,91 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 208,200 0 6117 8;01' 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 208,800 0 6,18 8,1Q 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 J3~A I'... ~Q.. ~ >NfE_. BREMSEN Slock 5 201,600 () 5,00 0,00 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 202,200 0 5,01 0;12 1,7 9,81 0;00 9,81 1,00E+15 1,00E+15 202,800 0 5,03 0,24. 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 203,400 0 5,04 0,36 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 204,000 0 5,05 0,48. 1,7 9,81 0,00 '9,81 1,00E+15 1,00E+15 204,600 0 5,06 0,60 1,7 9,81 0;00 9,81 1,00E+15 1,00E+15 205,200 0 5,08 0;71 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 205,800 0 5,09 0,83 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 206,400 0 5,10 0,95 1,7 9,81 0,00. 9,81 1,00E+15 1,00E+15 207,000 0 5, 11 1,-07 1,7 9,81. 0,00 9,81 1,00E+15 1,00E+15 207,600 0 5,13 1, 18 1,7 9,81 o;oo 9,81 1,00E+15 1,00E+15 208,200 0 5,14 1,30 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 208,800 () 5,15 1,42 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 209,400 · 0 5,16 1,53 1,7 9,81 0;00 9,81 1,00E+15 1,00E+15 60-62 209,502 . KLLI 1,00E+15 210,000 -13,2 5,18 1,65 1,7 9,81 2,30 10,07 1,00E+15 11,62 210,600 -27,5 5,19 1,77 1,7 9,81 5,09 11,05 1,00E+15 5,27 211,200 -38,9 5,20 1,88 1,7 9,81 7,91 12,60 1,00E+15 3,41 211,800 :47,6 5,20 2,00 1,7 9,81 10,73 14,54 1,00E+15 2,52 62-64 211,913 KRLI 2,4 212,400 -49. 5,20 2,11 1,7 9,81 11,28 14,94 1,00E+15 2,4 213,000 -49 5,21 2,23 1,7 9,81 11,29 14,95 1,00E+15 2,4 213,600 -49,1 5,21 2,34 1,7 9,81 11,_30 14,96 1,00E+15 2,4 214,200 ,-49,1 5,21 2,46 1,7 9,81 · 11,31 14,97 1,00E+15 2,4 214,800 -49,1 5,21 2,57 1,7 9,81 11,32 14,98 1,00E+15 2,4 215,400 -49,1 5,22 2,69 1,7 9,81 11,33 14,98 1,00E+15 2,4 216,000 -49,2 5,22 2,80 1,7 9,81 11,34 14,99 1,00E+15 2,4 64-66 216,333 KLLI 2,4 216,600 s45,8 5,22 2,92 1,7 9,81 10,09 14,07 1,00E+15 2,7 217,200. -36,6 5,23 3,03 1? 9,81 7,2_8 12,21 1,00E+15 3,75 217,800 -24,5 5,24 3,15 1,7 9,81 4,47 10,78 1,00E+15 6,13 218,400 -9,49 5,25 3,26 2,1 9,80 1,63 9,94 1,00E+15 16,81 66-67 218,744 GE 1,00E+15 HP 218,744 : .. 9 219,000 0 5,27 3,37 -. 5,3 6,70 0,00 6,70 -9 1,00E+15 219,600 0 5,35 3,49 9,1 6,56 0,00 6,56 -9 1,00E+15 220,200 0 5,51 3,60 13,0 9,28 0,00 6,28 -9 1,00E+15 220,800 0 5,73 3,70 15,8 5,93 0,00 5,93 -9 1,00E+15 ...,.,.) 000-39-0 I ') -f . DR. -ING. WEISS INGl!:MIEURGESELLSCHAFT mhH .AUFTRAG ~~-. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 1.21 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX: O?Eii/23251 JBahnpunkt JSUM L JPhi-s I v I t I alfa-I bv I bli . I b_max Rv JRh 246,600 0 12;48 6,47 5;1 22,70 0,00 22,70 12 1,00E+15 247,200 0 12,50 6,52 2,2 22,80 0,00 22,80 12 1,00E+15 .. 247,800 0 12,49 6,57 .. ~o,6 22,82 0,00 22,82 12 1,00E+15 HP 247,969 12 248,400 0 12,46 6,62 -3,5 22,77 · 0,00 22,77 12 1,00E+15 249,000 0 12,41 6,67 :_6,4 22,64 0,00 22,64 12 1,00E+15 249,600 0 12,34 6,71 -9,3 22,44 0,00 22,44 12 1,00E+15 250,200 0 12,24 6,76 -12,2 22,17 0,00 22,17 12 1,00E+15 250!800 0 12, 11 6,81 -15, 1 21,82 0,00 21,82 12 1,00E+15 251,400 0 11,96 . 6,86 . -18,1 21,40 . 0,00 21,40 12 1,00E+15 252,000 o · 11;18 6,91 --21,2 20,89 0,00 20,89 12 1,00E+15 252,600 0 11,56 6,97 -24,3 20_,29 0,00 20,29 12 1,00E+15 253,200 0 11;31 7,02 .:21,5 19,61 0,00 19,61 12 1,00E+15 253,800 0 11;02 7,07 -30,6 18,83 0;00 18,83 12 1,00E+15 HP 254,251 1,_00E+15 254,400 0 10,68 7,13 -31,6 8,36 0,b0 8,36 1,00E+15 1,00E+15 255,000 0 10,33 7,19 -31,6 8,36 · 0,00 8,36 1,00E+15 1,00E+15 255,600 0 9,97 7,25 ~31,6 8,36 0;00 8,36 1,00E+15 1,00E+15 256,200 0 9,59 7,31 ~31!6 8,36 0,00 8,36 1,00E+15 1,00E+15 256,800 0 9,20 7,'!>7 ~31,4 8,37' 0;00 8,37 1,00E+15 1,00E+15 HP 257,208 -15 257,400 0 _8,79 7,44 -29,4 3,15 0,00 3,15 -15 1,00E+15 258,000 0 8,40 7,51 -26,8 3,83 0,Qb 3,83 -15 1,00E+15 258,600 0 8,04 7,59 -24,1 4,45 0,00 4,45 -15 1,00E+15 HP 258,878 -10 259,200 0 7,70 7,67 ·~20,5 _2,99 . 0,00 2,99 -10 1,00E+15 . 259,800 0 7,41 7,75 -1_6,9 3,68 0,00 3,68 -10 1,00E+15 260,400 0 7,16 7,83 -13,0 4,25 0,00 4,25 -10 1,00E+15 HP 260,597 -7 261,000 0 6,96 7,92 -8,0 2,59 0,00 2,59 -7 1,00E+15 261,600 0 6,84 · 8,01 ~3.! 1 2,99 0,00 2,99. -7 1,00E+15 262,200 o, 6,79 8,09 1!1 3,18 0,00 3,18 -7 1,00E+15 HP 262,486 · 1,00E+15 262,800 0 6,80 8,18 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 263,400 o· 6,81 8,27 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 264,000 0 ·6,81 8,36 · . 1 !7. 9,81 0,00 9,81 1,00E+15 1,00E+15 264,600 0 ·B,82 8,45 1,7. 9,81 0,00 9,81 1,00E+15 1,00E+15 265,200 0 6,83 8,53 117 9,81 0,00 9,81 1,00E+15 1,00E+15 265,800 0 6,84 8,62 1.,7 9,81 0,00 9,81 1,00E+15 1,00E+15 266,400 0 6,85 8,71 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 267,000 0 6,85 8,80 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 267,600 0 6,~6 ~,88 .J,7 9,81 0,00 9,81 1,00E+15 1,00E+15 268,200 0 6,87 8,97 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 268,800 0 6,88 9,06 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 269,400 0 6,89 9,15 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 270,000 0 6,90 9,23 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 BREMSEN Block 6 1 DR.-ING. WEISS INGli1itEURGESELLSCHAFT mbH AUFTRAG 1<11<. : 00018 SEITE: BERATENDE BAUINGENIEURE' VBI 1.22 0 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: ·L OZ: 1 TEL: 0761/31462 FAX: 0761/23251 IBahnpunkt !SUM L IPhi-s · I v I t I alfa L bv bh I b max . Rv !Rh 262,800 0 5,50 0,00 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 263,400 0 5,51 ·0,11 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 264,000 0 5,52 0,22 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 .. 264,600 0 5,53 0,33 1.,7 9,81 0,00 9,81 1,00E+15 1,00E+15 265,200 0 5,55 0,43 1,7. 9,81 b,00 9,81 1,00E+15 1,00E+15 265,800 0 5,56 0,54 1,7-9,81 0,00 9,81 1,00E+15 1,00E+15 266,400 0 5,57 Q,65 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 267,000 0 5,58 0,76 1,7 9,81. 0,00 9,81 1,00E+15 1,00E+15 267,600 0 5,59. 0,87 1 ,'7 · 9,81 .·, 0,00 9,81 1,00E+15 1,00E+15 268,200 0 5,60 0,97 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 268,800 0 5,61 1,08 1,? 9,81 0,00 9,81 1,00E+15 1,00E+15 269,400 0 5,62 1,19 1,7 . 9,81 0)00 9,81 1,00E+15 1,00E+15 270,000 0 5,63 1,29 1,7 9,81 0,00 9,81 1,00E+15 1,00E+15 74-76 270,387 KLLI -1,00E+15 270,600 '-6,82 5,65 1,40 1,7 . 9,81 1,17 9,88 1,00E+15 27,16 271,200 ~24,6 5,66 1,M 1,7 9,81 4,49 10,78 1,00E+15 7,12 271,800 -38 6 ,, 5,6G 1,61 .1,7 9,81 7,82 12,54 1,00E+15_ 4,1 272,400 -48,7 5,67 1,72 1,7 9,81. H,17 14,86 1,00E+15 2,87 76-78 272,798 KRLI 2,4 273,000 -53,8 5,61 1,82 1,7 9,81 13,39 . 16,59 1,00E+15 2,4 273,600 -53,8 5,67 1.,93 1,7 9,81· 13,39 16,59 1,00E+15 2,4 .274,200 -53,8 9,67 2,03 1,7 9,81 13,38 16,59 1,00E+15 2,4 274,800 -53,7 5,67 2,_14 1,7 -9;81' .. 13;38 16,59 1,00E+15 2,4 275,400 -53,7 5,66 2,25 1,7 9,81 13,37 16,58 1,00E+15 2,4 276,000 .:53,7 5,66 2,35 1,7 9,81 13,37 16,58 1,00E+15 2,4 27!3,600 -53,7 5,66 2,46 1,7 9,81 13,36 16,57 1,00E+15 2,4 277,200 ~53,7 5,66 .. : 2!56 · 1,7 .9,81 13,36 16,57 1,00E+15 2,4 277,800 -53,7 5,66 2,67 1,7 9,81 13,35 16,56 1,00E+15 2,4 78-80 277,843 KLLI 2,4 278,400 -46,3 _5,66 2,78 1,7 9,81 . 10,27 14,20 1,00E+15 3,12 279,000. -35,4 5,67 2,,88 1,7 ~.81 6,95 12,02 1,00E+15 4,61 279,600 -20,4 5,68 2,99 1,7 9,81 3,64 10,46 1,00E+15 8,85 280,200 -1,77 5,69_ · 3,09 4,1 9,79 0,30 9,79 1,00E+15 107,21 80-81 280,254 GE 1,00E+15 HP 280,254 -6 280,800 O· 5,,74 3,20 9,8 4,23 '' 0,00 4,23 -6 1,00E+15 281,400 0 5,90 3,30 15;7 3,80 0,00 3,80 -6 1,00E+15 282,00,0 0 6,16 3,40 21,8 3,04 0,00 3,04 -6 1,00E+15 282,600 0 6,52 3,49, 27,0 2,04 0,00 2,04 -6 1,00E+15 HP 282,706 -12 283,200 · 0 6,95 3,58 30,3 4,69. 0,00 4,69 -12 1,00E+15 283,800 0 7,41. 3,66 33,0 3,93 0,00 3,93 -12 1,00E+15 HP 284,008 1,00E+15 284,400 0 7,89 3,73 33,2 8,21 0,00 8,21 1,00E+15 1,00E+15 285,000 0 8,34 3,80 33,2 8,21 0,00 8,21 1,00E+15 1,00E+15 285,600 0 8,77 3,87 33;1 8,22 0,00 8,22 1,00E+15 1,00E+15 HP 286,118 8 286,200 0 9,17 3,94 30,0 18,55 0,00 18,55 8 1,00E+15 DR.-ING. WEISS ING~NIEURGESELLSCHAFT mbH AUFTRAG ~.t<.. : ·00018 BERATENDE BAUINGENI~URE VBI LANGENHARD$TRASSE.10 79104 FREIB~G ZEICHEN: L TEL: 0761/31462 FAX: 0761/23251 jBahnpunkt !SUM L jPhi-s I v I alfa I bv bh · 1 b max 302,400 0 5;69 0,42. 1,7 9,81. 0,00 9;81 · 303,000 0 5,70 0,53 1,7 9,~1 · 0;00 9,81 303,600 0 5,72 •. 0,63 1,7 9,81 0,00 9,81' 304,200 0 5,73 0,74 1,7 9,81 0,00 9,81 304,800 0 5,74 0;54 1,7 9,81 0,00 9,81 305,400 o· 5,75 0,95 1,7 9,81 0,00 9,81 306,000 0 5,76 1;05 1,7 9,81 0,00 9,81 306,600 0 5,77 1,16 1,7 9,81 0,00 9,81 307,200 0 5,78 1,26 1,7 9,81 0,00 9,81 81-83 307,754 KLRE 307,800 1,557 5,79 1,36 1,7 9,81 0,27 9,81 308,400 20,96 5,80 1,47 1,7 9,81 3,75 10,50 309,000 36,54 5,81 1,57 1,7 9,81 7,26 12,20 309,600 47,72 5,81 1,67 1,7 9,81 10,77 14,57 83-85 310,165 KRRE 310,200 55,15 5,81 1,78 1,7 9,81. 14,08 17,16 310,800 55,13 5,81 1,88 1,7 9,81 14,08 17, 16 311,400 -55,11 5,81: 1,98 1,7 9,81 14,07 17,15 312,000 55,09 5,$1 2,09 · 1,7 9,-81 · 14,06 17,14 312,600 55;07 5,81 2,19 1,7 9,.81 14,05 17,13 313,200 55;06 5,8b 2,29 1,7 9,81' 14,04 17,12 313,800 55,04 ?,80 2,40 1,7 9,81 14,03 17,12 314,400 55,02 5,80 2,50 1,7 9,81. .14,02 17, 11 315,000 55 5,80 2,60 1,7 9,81 14,01 17,10 315,600 54,98 $,80 2,71 1,7 9,8-1 14,00 17,09 85-87 315,761 KLRE 316,200 49,41 5,80 2,81 1,7 9,81 11,45 15,07 316,800 39,12 · 5,80 2,91 1,7 9,81' 7,97 12,64 317,400 24,64 5;81 3,02 1,7 9,81 -4,49 10,79 318,000 5~856 5,84 3,12 1,7 9,81 1,00 9,86 87-88 318,172 GE 318,600 0 5,83 3,22 1,7 9,8l 0,00 9,81 319,200 0 5,84 -3,33 1,7 9,81 b,00 9,81 319,800 0 5',85 3,43 1,7 9,81 · 0,00 9,81 320,400 0 5,86 3,53 1,7 9,81 0,00 9,81 321,000 0 !5,87 3,63 1,7 9,81 0,00 9,81 321,600 0 5,88 3,74 1,7 9,81 b,00 9,81 32?,200 0 5,89 3,84 1,7 9,81 0,00 9,81 322,800 0 5,90 3,94 1,7 9,8_1 0,00 9',81 323,400 0 5,91. 4;04 1,7 9,81 0,00 9,81 324,000 0 5,92 4,14 1,7 9,81 0,00 9,81 324,600 0 5,93 4,24 1,7 9,81 0,00 9,81 325,200 0 5,94 4,34 · 1,7 9,?1 b,00 9,81 325,800 0 5,95 4,44 1,7 9,$1 0,00 9,81 88-90 326,247 KLLI 326,400 -5,47 f?,96 4,55 1,7 9,81. 0,94 9,85 327,000 -25,3 5,97 4,65 1,7 9,81 4,63 10,85 327,600 -40,4 5,98 4,75 1,7 9,81 8,35 12,88 lll-"-4-8 0003'-l-o I SEITE: 1.24 OZ: 1 Rv jRh 1,00E+15 1,00E+15 1,00E+15 1,001:;+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+1,5 1,00E+15 125,74 1,00E+15 8,96 1,00E+15 4,64 1,00E+15 3,13 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 1,00E+15 2,4 2,4 1,00E+15 2,93 . 1,00E+15 4,22 1,00E+15 7,5 1,00E+15 33,64 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 1,00E+15 37,84 1,00E+15 7,69 1,00E+15 4,28 .. AUFTRAG i-rR·: : DR. -ING. WEISS INGiNIEURGESELLSCHAFT mbH 00018 SEITE ~ BERATENDE BAUINGENIEURE VBI 1. 25 ( ("), LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 1 TEL: 0761/31462 FAX: 0761/23251 . jBahnpunkt jSUM L jPhi-s I v I alfa I bv bh I b max Rv IRh 328,200 -50,9 5,98 4,85 1,7 9,81 12,07 15,55 1,00E+15 2,96 90-92 328,658 KRLI 2,4 328,800 -56,7 5,98 4,95 1,7 9,81 14;91 17,84 1,00E+15 2,4 329,400 -56,6 5,98 5,05 1,7 9,81 14,90 17,83 1,00E+15 2,4 330,000 -56,6 5,97 5,15 1,7 9,$1 14,88 17,82 1,001=+15 2,4 330,600 -56,6 5,97 5,25 1,7. 9,81 14,86 17,81 1,00E+15 2,4 331,200 -56,5 5,97 5,35. 1,7 9,_$1 14,85 17,79 1,00E+15 2,4 331,800 -56,5 · 5,96 5,45. 1,7 9,81 14,83 17,78 1,00E+15 2,4 332,400 -56,5 5,96 5,55_ 1·,1 9;81 14,81 17,77 1,00E+15 2,4 92-94 332,997 KLLI 2,4 333,000 -56,4 5,96 5,65 1,7 9,81 14,78 17,74 1,00E+15 2,4 333,600 -48,5 "5,96 5,75 1,7 9,?1 11,09 14,80 1,00E+15 3,2 334,200 -37,1 5,96 5,85. 1,7 9,81 7,42 12,29 1,00E+15 4,79 334,800 -20,9 5,97. 595. ' . 1,7 9,81 3,74 10,50 1,00E+15 9,52 335,400 -0,29 5,98 5;05 3,8 9,79 0,05 9,79 1,00E+15 716,46 ·=·· DR. -ING. WEISS INGENi~LJRGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 INHALTSVERZEICHNIS (!,tt?M,--~N.tS 12 lz.A t,··r'J orJ AUFTRAG NJ/:·ti,'00018 ZEICHEN: L ,L..i;f -60 ooo-3c.J-o I SEITE: 4.I OZ: 4 4 AUFLAGERKRAFTE .. '.'-:(M~f~~ .. f:":'_-~f!:'!_~ ............... -......................... 4 .1 4. 1 DEFINITIONEN ••.•••••••••••••••...•••.••.•• · .•.•.•.••.•..•..•••••...••..••• 4 .1 4.2 TABELLE DER MAXIMALEN AUFLAGERKRAFTE AUS DEN VERKEHRSLASTFALLEN ...•.•...• 4.2 4. 3 TABELLE DER AUFLAGERKRAFTE IN DEN EINZELNEN VERKEHRSLASTFALLEN .t.11?o-'>PLl'f/W:·~ 4. 28 4 . 4 TABELLE DER AUFLAGERKRAFTE AUS W:HJD •••..•......•••.. 'V,-1l.1 N--P. ............. 4. 53 4 . 5 TABELLE DER AUFLAGERKRAFTE AUS ERDBEBEN ••....... · •. Jlf~f?.:7fl.Q.r) !l-1:-f:.. . . . . . . . . . 4 . 81 4. 6 HINWEISE ZUR KONSTRUKTION .-./ ............................................ 4 .108 , ..... M ...... - Stand: 12.07.2000 L 11 , .. ,·,; DR.-ING. WEISS INGi:.a.IEURGESELLSCHAFT mbH _AUFTRAG h.~. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.1 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 4 AUFLAGERKRAFTE 4.1 DEFINITIONEN Im folgenden drucken wir die Auflagerkra-fte und Auflagermomente aus. Es werden die minimalen und maximalen Werte ausgedruckt. Es handelt sich um Schnittkrafte, nicht um Bemessungskrafte. Alla Krafte in kN, alle Momenta in kNm. Es bedeuten: Lager: Stiltze: Knoten: lfd. Nummer des Lager~ (siehe auch RSTAB-System) Rundrohrstiltze R (global orientiert) Einzalstiltze (global orientiertl Knotennummer des raumlichen Stabwerks Draufsicht_ auf das Tragwerk y 1'\ DR.-ING. WEISS INGu:•'+EURGESELLSC~T mbH AUFTRAG Hit~. : 00018 SEITE: 4.2 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Perspektive des Tragwerks Hinweis zur gespiegelten Bahn: Die Wilde Maus wird zweimal gebaut.·Einmal wie oben dargestellt, einmal wird die Bahn um die X-Achse in XY-Ebene gespiegelt. Das statische System wird jedoch beibehalten·. Die Auflagerkrafte in X-Richtung und Z-Richtung behalten ihre Orientierung. Die Auflagerkrafte in Y-Richtung andern ihre Orientierung. · Beachte Plane Nr. P 1 bis P 4 4.2 TABELLE DER MAXIMALEN AUFLAGERKRAFTE .AUS DEN VERKEHRSLASTFALLEN Stiitze Knot--;-\ Aµflagerkraefte ( k~) Auflagermomente ( kNm) Nr. ( LFK ) P-X P-Y P-Z M-X M-Y M-Z ---x---~-----·-----------------------------------------------------7 .OI "-..: .. · · 14 309 Max P-X -1.65* -0.84 45.81 -6.68 6.04 1.65 Min P-X -4.25* 0.84 55.83 1.13 27.58 -3.58 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 304 303 304 305 306 307 308 Max P-Y -j.44 0.92* 56.31 4.92 25.32 -3.19 Min P-Y -2.38 -2.62* 59.00 j -8.24 20.43 -0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 30¥306 307 308 Max p~z -2. 8 9 _ -2. ;32 59 -~-~-....:-.J_,._§Jl_ ....... ,?:Z. 95__ -1. 61 Min P-Z -2.53 -0.08 is.GO* 2.73 19.12 -1.65 Max P-Z LF 1 301 302 303 304 ,305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 --'· 006 DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG i.(uf. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.3 --LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) P-X P-Y P~z Auflagermomente (kNm) Stutze Sti.itze Stutze Nr. LFK Max M-X Min M-X Max M-X Min M-X Max M-Y Min M-Y Max M-Y Min M-Y Max M-Z Min M-·Z Max M-Z /,, Min M-Z 3.07 (links) 29 309 Max P-X Min P-X Max P-X Min P-X Max P-Y Min P-Y Max P-Y Min P-Y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M-Z Max M-Z J Min M-Z 3. 07' (rechts) 47 309 Max P-X Min P-X Max -P-X Min P-X Max Min Max Min Max Min Max · Min Max Min Max ./ -Min 3. oe' (links) 81 309 Max P-Y P-Y P-Y P-Y P-Z P-Z P-Z P-Z M-Z M-Z M-Z M-Z P-X Min P-X Max P-X Min P-X Max P-Y Min P-Y Max P-Y Min P-Y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M-Z Max M-Z M-X M-Y M-Z -3.44 0.92 -2.13 -2.01 LF 1 301 302 303 LF 1 301 302 303 ~3.08 -2.19 -1.65 -0.84 LF 1 301 302 303 LF 1 iOl 302 303 ~1. 65 -0. 8·4 -4. 25 O·. 84 LF 1 301 302 30J LF 1 301 302 303 56.31" 4.92* 51.52 -10.62* 304 305 306 307 304 305 306 307 58.86 -2.96 45.8.1 -6.68 304 305 306 307 304 305 306 307 45.81 -6.72 55. 83 1.17 304 305 306 307 304 305 306 307 0.36* -4.53 -4.97* 2.20 LF 1 301 302 303 LF 1 301 302 303 -4.95 2.21* 0.35 -4.54* LF 1 30i 302 303 LF 1 301 302 303 -4.97 2.20 0.36 -4.53 LF 1 301 302 303 LF 1 301 302 303 0.33 -4.51 -4.95 2.20 LF 1 301 302 303 LF 1 301 302 303 13.06 67.24 304 305 304 305 67.10 13.20 304 305 304 305 67. 26*- 13. 06* 304 305 304 305 13 .48 67.07 304 305 304 305 -0.55* -0.68 -9.52 -2.20* -2.52 42.32 LF 1 301 3D2 303 304 305 LF 1 301 302 303 304 305 -0.55 -0;68* -9.52 -2.20 -2.52* 42.31 LF 1 301 302 303 304 305 LF 1 301 302 303 304 305 ~1.98 -2.29 47.79* -0.76 -0.90 ~15.54* LF 1 301 302 303 304 305 LF 1 301 302 303 304 305 -1.98 -2.29 47.66 -0.77 -0.91 -15.39 LF 1 301 302 303 304 305 LF 1 301 302 303 304 305 LF LF LF LF LF LF LF 2.59* 2.63 0.36* -1.84 1 301 302 303 1 301 302 303 1. 97 4. 72* 0.36 -1.84* 1 301 302 303 1 301 302 303 1. 97 4. 72 0.38 -1.84 1 301 302 303 1 301 302 303 0.39 -1.83 2.01 4.69 1 301 302 303 3.8 .-05 11. 84 304 305 304 305- 48. 01 11. 84 304 305 304 305 48.01* 11. 7'8* 304 305 304 305 11. 86 47.52 304 305 0.00 0.00 306 307 306 307 0.00 (). 00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 -0. 00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 25.32 13.10 308 308 29.94* 6.03* 308 308 6.04 27.58 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 -3.19 0.08 -2. 41 1. 65 1.65* -3.58* -0.03 -0.06 -0.06 -0.03 -0.06 -0.03 -0.03* -0.06* -0.02 0.00 -0.02 0.00 0.00 -0.02 0.00* -0.02* 0.02 0.04 0.00 0.04 0.00 0.04 0.04* 0.00* -() -, DR. -ING. WEISS ING1,u<fIEURGESEJ::LSCHAFT rnbH AQFTRAG 'i<ii:<: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.4 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr ,// LFK P-X P-Y P-Z M-X M-Y M-Z --;i ~-----------------------------------------------------------------~,o l.--J Min M-Z LF 1 301 30~ 303 304 305 306 307 308 Stutze__,.3. 07 (rechts) (~ 309 Max P-X 1.34* 1.39 32.10 0.00 0.00 Min P-X -1.35* -1.57 2.29 0.00 0.00 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 1.34 1.39* 32.10 0.00 0.00 Min P-Y -1.35 -1.57* 2.29 b.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 1.33 1.37 32.12* 0.00 0.00 Min P-Z -1.29 -1.51 2.14* 0.00 0.00 · Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 1.31 1,35 31.96 0.00 0.00 Min M-Z -1.34 -1.55 2.38 0.00 0.00 M~x M-Z LF 1 301 302 303 304 305 306 307 308 Stutze 10. 02 / Mih M-Z LF 1 301 302 303 304 305 306 307 308 Stutze Stutze 126 309 Max P-X 6.21* 0.50 Min P-X -2.48* -0.13 Max P-X LF 1 301 302 303 Min P-X LF 1 301 302 303 Max p~y 6.18 0.69* Min P-Y 2.35 -1.56* Max P-Y LF 1 301 302 303 Min P-Y LF 1 301 302 303 Max P-Z 3.fiO -0.09 Min P-·z · -··-· 3. 83 ----1. 23 ·· Max P-Z LF 1 301 302 303 Min P-Z LF 1 301 302 303 Max M-X 0.14 0.45 Min M-X 2.35 -1.56 Max M-X LF 1 301 302 303 Min M-X LF 1 301 302 303 Max M-Y -2.48 -0.13 Min M-Y 6.18 0.69 Max M-Y LF 1 301 302 303 Min M-Y LF 1 301 302 303 Max M-Z 6.18 0.69 Min M-Z -1.68 -0.15 Max M-Z LF 1·301 302 303 j Min M-Z LF 1 301 302 303 3.05 (links) 133 309 Max P-X Min P-X Max P-X Min P-X Max Min Max Miri Max P-Y P-Y P-Y P-Y P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M-Z Max M-Z j Min M-Z 3.05 (rechts) 144 309 Max P-X 0.23* -0.13 -0.52* 0.55 LF 1 301 302 303 LF 1 30i 302 303 -0.52 0.55* 0.23 -0.13* Lf 1 301 302 303 LF 1 301 302 303 -0.06 0.14 0.23 -0.13 LF 1 301 302 303 LF 1 301 302 303 0.22 -0.13 -0.50 0.54 LF 1 301 302 303 LF 1 301 302 303 0.08* 0.00 76.72 6.48 75.08 5.87 304 305 306 307 304 305 306 307 72.48 10.21 62.73 -19.92 304 305 306 307 304 305 306 307 85.09* 0.28 6i."08* -1"6. 48 304 30-5 306 307 304 305 306 307 66.78 12.25* 62,72 -19.94* 304 305 306 307 304 305 306 307 75.08, 5.87 72.48 10.22 304 305 306 307 304 305 306 307 72.4,8 10.20 66.98 4.56 304 305 306 307 304 305 306 307 -41. 21 25.01 308 308 -43.98 -13.18 308 308 -19.88 --'24. 22 308 308 3.32 -13.14 308 308 25.01* -44.02* 308 308 -44.00 20.47 308 308 18,33 24.75 304 305 304 305 24.75 18.33 304 305 304 305 29.85* 18.33* 304 305 304 305 18.40 24.63 304 305 304 305 0.00 0.00 17.84 0.00 0.00 306 307 308 30,6 307 308 0.00 0.00 0.00 0.00 306 307 308 306 307 308 0. 00 0. 00 0.00 0.00 306 307 308 306 307 308 0.00 0.00 0.00 0.00 306 307-308 306 307 308 0.00 0.00 0.00 -0.02 0.00 -0.02 0.00 -0.02 0.00* -0.02* 0.95 -0.80 1. 72 -0.23 0.12 0.24 0.05 -0.24 -0.80 1. 72 1.72* -1.24* 0.01 -0.02 -0.02 0.01 -0.01 0.01 0.01* -0.02* 0.00 DR.-ING. WEISS ING,,,.~:IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 -- ·-(1 ·AUFTRAG l~1t·.: 00018 ZEICHEN: L ./.).7-,9:s- p{X)-:Jl{-o I SEITE: 4.5 OZ: 4 Knot-Auflagerkraefte ('kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-X 0.06* -0.01 13.00 0,. 00 0.00 -0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 .307 308 Max P-Y. 0.08 o .. 00* 17.84 0.00 0.00 0.00 Min P-Y 0.06 -0.02* 17.62 0.00 0.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Mih P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 0.07 -0.01 18.88* 0.00 0.00 0.00 Min P-Z 0.06 -0.01 12.82* 0.06 0.00 -0.01 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z J;,F 1 301 302 303 304 305 306 307 308 Max M-Z 0.07 0.00 18.63 0.00 0.00 0.01* Min M-Z 0.06 -0.01 12.93 0.00 0.00 -0.01* Max M-Z LF 1 301 302 303 304 305 306 307 308 / Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 3. 04 (links) 179 309 Max P-X 0.04* -0.02 17.85 0.00 0.00 -0.07 Min P-X -0.11* -0.02 23.16 0.00 0.00 -0.04 Max P-X I,,F 1 301 302 3·03 304 305 3D6 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.00 0.13* 23.66 0.00 0.00 -0.08 Min P-Y -0.08 -0.05* 23.04 0.00 0.00 -0.04 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.05 0.05 27.02* 0.00 0.00 -0.06 Min P-Z -0.05 0.0.J 17.33* 0.00 0.00 -0.05 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.10 0.06 18.56 0.00 0.00 -0.03* Min M-Z 0. 0'3 0.10 23.54 0.00 0.00 -0.08* J Max M-Z LF 1 301 302 303 304 305 306 307 308 . Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 3.04 (rechts) 196 309 Max P-X 0.02* 0.03 16.88 0.00 0.00 -0.04 Min P-X -0.05* -0.05 16.92 0.00 0.00 -0.03 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.02 0.03* 16. 83 0.00 0.00 -0.04 Min P-Y -0.05 -0.05* 16.92 0.00 0.00 -0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.02 -0.01 17.89* 0.00 0.00 -0.04 Min P-Z -0.01 -0.02 15.17* 0.00 0.00 -0.03 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303, 304 305 306 307 308 Max M-Z -0,01 -0.01 15.41 0.00 0.00 -0.02* I Min M-Z 0.02 0.03 16.97 0.00 0.00 -0.04* Max_M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 3.03 233 309 Max P-X 0.28* 0.41 '22 .. 57 0.33 -0.44 0.00 Min P-X -0.03* d.00 12.63 -0.19 0.02 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.05 0.46* 14.16 0.40 -0.36 0.00 Min P-Y 0.00 ~o.06* J,2. 51 -0.22 0.04 0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 3di 302 303 304 305 306 307 308 Max P-Z 0.28 0.44 ,?2.81* 0.37 -0.45 0.00 Min P-Z -0.03 -0.04 12.35* -0.23 0.04 0.01 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 ·JOl 302 303 304 305 306 307 308 .) -(') -D DR.-ING. WEISS ING~~~IEURGESELLSCHAFTJnbH AUFTRAG ~1i': : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.6 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/2~251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max M-X 0.05 0.46 14.16 0.40* -0.36 0.00 Min M-X -0.03 -0.05 12.40 -0.24* 0.05 0.01 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -0.03 :...0.05 12.40 -0.24 0.05* 0.01 Min M-Y 0.28 0.45 22.76 0.38 -0.46* 0.00 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.03 -0.02 12.53 -0.21 0.03 0.01* Min M-Z 0.18 0.20 15.11 0.21 -0.33 -0.01* I Max M-Z LF 1 301 302 303 304 305 306 307 308 . Min M-Z .LF 1 301 302 303 304 305 306 307 308 Stiitze 97.01 (rechts) 239 309 Max P-X 0.41* -5.64 12.13 0.00 0.00 0.23 Min P-X -9.07* ~1.55 36.64 0.00 0.00 0.13 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -9.07 -1. 55* 36.64 0.00 0.00 0.13 Min P-Y 0.41 -5.64* 12.13 0.00 0.00 0.23 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301'302 303 304 305 306 307 308 Max P-Z -9.07 -1.55 36.64* 0.00 0.00 0.13 Min P'-Z 0.41 -5.64 12 .13* 0.00 0.00 0.23 Max P-Z LF 1 30i 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 0.37 -5.63 12.19 0.00 0.00 0.23* Min M-Z -9.06 -1.55 36.61 0.00 0.00 0.13* ;· Max M-Z LF 1 30;!. 302 303 304 305 306 307 308 Min M~z LF 1 301 302 303 304 305 306 307 308 Stiitze 96. 01 (rechts) 245 309 Max P-X 4.56* 3. 76 -18.75 0.00 0.00 0.03 Min P-X -2.47* -1. 43 9.92 0.00 0.00 0.03 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 4.56 3.76* -18.75 0.00 0.00 0.03 Min P-Y -2.47 -1.43* 9.92 0.00 0.00 0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -2.47 -1. 43 9.92* 0.00 0.00 0.03 Min P-Z 4.56 3 .. 76 -18.75* 0.00 0.00 0.03 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 j Max M-Z 3.37 2.79 -13.94 0.00 0.00 0.03* Min M~z 0.34 0,68 -2.88 0.00 0.00 0.03* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 97.01 (links) 268 309 Max P-X J. 25* 6.06 29.52 0.00 0.00 0.32 Min P-X 2.23* 3.52 33.65 0.00 0.00 0.41 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 30:;l 304 305 306 307 308 Max P-Y 3.25 6.06* 29.52 0.00 0.00 0.32 Min P-Y 2.23 3.52* 33.65 0.00 0.00 0.41 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 2.43 3,. 9fr 36 .. 62* 0.00 0.00 0.41 Min P-Z 2.83 5.01 22.75* 0.00 0.00 0.34 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z Lf 1 301 302 303 304 305 306 307 308 Max M-Z 2.43 3. 96 36.54 0.00 0.00 0.41* Min M-Z 3.24 6.04 29.59 0.00 0.00 0.32* Max M-Z LF 1 301 302 303 304 305 306 307 308 DR. -ING. WEISS ING-"',,iIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerk:i;-aefte Nr. LFK P-X P-Y . ·, ' AUFTRAG 1-u(. : 00018 ZEICHEN: L ,L.µi-67 DDo~L/-o I SEITE: 4.7 OZ: 4 (kN) Au£lagermomente (kNm) P-Z M-X M-Y M-Z ----7.: ---------------_------------------· -------------------------Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 96.0 (links) 271 309 Max P-X 5.10* 4.17 18.48 0.00 0.00 -0.03 Min P-X 0.13* 0.46 2.02 0.00 0.00 -0.05 Max P-X LF 1 301 30? 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 5.10 4.17* 18.48 0.00 0.00 -0.03 Min P-¥ 0.13 0. 46* 2.02 0.00 0.00 -0.05 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 30"2 303 304 305 306 307 308 Max P-Z 4 .53 3.75 18.76* 0.00 0.00 -0.04 Mir). P-Z 0.13 0. 4:6 2.02* 0.00 0.00 -0.05 Max P-Z I,,F 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 3.79 3.15 15.73 0.00 0.00 -0.02* Min M-Z 1.25 1.33 6.30 0.00 0.00 -0.06* 97.l Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze (rechtsJ 289 309 Ma-x P-X --0.52* 1.-4,7 36.01 0. OO· 0.00 -0.05 Min P-X -0.63* 1. 54 36.28 0.00 0.00 -0.09 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0. 63 · 1. 54* 36,28 0.00 0.00 -0.09 Min P-Y -0.52 1.47* .36. 01 0.00 0.00 -0.05 Max P-Y LF 1 301 302 303 304 3·05 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.63 L54 36.28* 0.00 0.00 -0.09 Min P-Z -0.52 1.47 36.01* 0.00 0.00 -0.05 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 10./ Max M-Z -0.55 1. 4.9 36.07 0.00 0.00 -0.05* Min M-Z -0.63 1. 51 36.22 0.00 0.00 -0.12* Max M-Z LF 1 301 3.02 303 304 305 306 307 308 Min M-Z J.,F 1 301 302 303 304 305 306 307 308 Stiitze 307 309 Max P-X 11. 64* 1.15 47.14 1. 86 -27.47 -0.35 Min P-X -14.75* -0.54 46.30 3.45 37.01 1. 07 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 10.64 1.67* 41. 61 6.57 -26.67 -0.31 Min P-Y -6.37 -2.16* 52.29 -10.85 14.59 -0.51 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -2.18 -1.11 54.05* -4.62 4.19 -1.03 Min P-Z 2.49 0.52 32.08* 2.84 -7.06 -0.15 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z J.,f 1 301 302 303 304 305 306 307 308 Max M-X 6.73 1.55 44 .11 7.37* -15.43 -0.11 Min M-X -6.37 -2.16 52.28 -10.86* 14.63 -0.51 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 3.02 303 304 305 306 307 308 Max M-Y -14.75 -0.54 46.30 3. 45 37.01* 1.07 Min M-Y ll. 64 1.15 47.14 1. 86 -27.47* -0.35 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y L·F 1 301 302 303 304 305 306 307 308 Max M-Z -13.40 -o·. 91 47.05 -0.82 32.62 1. 46* J Min M-Z -2. 40 -1.H 53.94 .:..4. 76 5.34 -1.03* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 3.02 303 304 305 306 307 308 Stiitze 3.02 310 309 Max P-X 0.47* 0.71 5.18 0.69 -0.64 0.01 { DR. -ING. WEISS ING.c.,<1IEURGESELLSCHAFT mbH AUFTRAG l,.i.,.': : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.8 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y p~z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-X -0.40* -0.65 2.59 -0. 72 0. 4 6 0.02 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.24 0.88* 1.53 0.86 -0.40 0.03 Min P-Y -0.40 -0.65* 2.59 -0. 72 0. 46 0.02 Max P-Y LF 1 301 302 303 304 305, 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 0.46 0.69 5.21* 0.68 -0.59 0.01 Min ·p-z 0.19 0.78 1.34* 0.76 -0.33 0.03 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min p~z LF 1 301 302 303 304 305 306 307 308 Max M-X 0.24 0.88 1.53 0.86* -0.39 0.03 Min M-X -0.40 -0.64 2.59 ~o. 72* 0. 46 0.02 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -0.40 -0.65 2.59 -0. 72 0.46* 0.02 Min M-Y 0.47 0.71 5.18 0.69 -0.64* 0.01 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z 0.21 0.83 1. 48 0.81 -0.32 0.03* Min M-Z 0.23 0.15 4.14 0.07 -0.35 0.00* /, Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 30], 302 303 -304 305 306 307 308 Stiitze 97. (links} 316 309 Max P-X ~4.93* -14.85 39.97 0.00 0.00 -0.20 Min P-X -5,. 98* -17.39 38.76 0.00 0.00 -0.12 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -4.93 · -14 .'85* 39.97 0.00 0.00 -0.20 .Min P-Y -5.98 -17.39* 38.76 0.00 0.00 -0.12 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -4.93 -14.85 39.97* 0.00 0.00 -0.20 Min P-Z -5.98 -17.39 38.76* 0.00 0.00 -0.12 Max P-Z LF i 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -5.98 -17.37 38.77 0.00 0.00 -0.12* I Min M-Z -4.94 -14.89 39. 96 0.00 0.00 -0.20* Max M-Z LF 1 301 302 303 304,305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 94.07 (links) 328 309 Max P-X 0.20* -3.42 4.69 0.00 0.00 -0.07 Min P-X -0.73* 1. 35 11.04 0.00 0.00 -0.01 Max P-X LF 1 301 302 ,303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0.70 2.83* 13.69 0.00 0.00 0.00 Min P-Y 0.17 -4.81* 2.20 0.00 0.00 -0.08 Mc;1x p-,y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.70 2.83 13.(39* 0.00 0.00 0.00 Min P-Z 0.17 -4.81 2.20* 0.00 0.00 -0.08 Max P-Z LF 1 301 302 303 3G4 305 306 307 308 j Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.54 1.,53 :\.(;). 64 0.00 0.00 0.02* Min M-Z 0.17 -4.69 2.41 0.00 0.00 -0.08* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 30-5 306 307 308 Stiitze 94.07 (rechts} 339 309 Max P-X -0.13* -0.07 -0.55 0.00 0.00 0.02 Min P-X -0.55* -0.38 19.14 0.00 0.00 -0.05 Max P-X LF 1 301· 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 ........,, ) -DR.-ING. WEISS INGfil~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 .. Knot-Auf.lagerkraefte Nr. LFK P-X P-Y ----- Max P-Y -0.22 -0.07* Min P-Y -0.55 -0.38* Max P-Y LF 1 301 302 303 Min P-Y LF 1 301 302 303 Max P-Z -0.5-5 -0.38 Min P-Z -0 .. 22 -0.07 Max P-Z LF 1 301 302 303 Min P-Z LF 1 301 302 303 Max M-Z -0.13 -0.07 I Min M-Z -0.54 -0.38 Max M-Z LF 1 301 302 303 Min M-Z LF 1 .301 302 303 Stiitze 97.03 (rechts) 343 309 Max P-:X -2.01* -2.76 Min P-X -2.27* -2.81 Max P-X LF 1 301 302 303 Min P-X LF 1. 301 302 303 Max P-Y -2.07 -2.76* Min P-Y -2.18 -2.86* Max P-Y LF 1 301 302 303 Min P-Y LF 1301 302 303 Max P-Z -2.27 -2.81 Min P-Z -2. 02 -2.82 Max P-Z · LF 1 301 302 303 Min P-Z LF 1 301 302 303 I Max M-Z -.2. 26 -2.81 Min M-Z -2.04 -2.76 5 Max M-Z LF 1 301 302 303 Min M-Z LF 1 301 302 303 Stiitze 3.01 355 309 Max P-X 0-. 61 * 0,25 Min P-X -1.18* -1. 97 Max P-X LF 1 301 302 ·303 Min P-X LF 1 301 302 ·303 Max P-Y 0.61 0.25* Min P-Y -1.18 -1.97* Max P-Y LF 1 301 302 303 Min P-Y LF 1 301 302 303 .Max P-Z -1.12 -1. 92 Min P'-Z o·.5s 0.20 Max P-Z LF 1 301 302 303 Min P-Z LF 1 301 302 303 Max M-X 0,12 0.19 Min M-X -0.39 -0.62 Max M-X LF 1 301 302 303 Min M-X LF l-30i 302 303 Max M-Y -1.18 -1. 97 Min M-Y 0.61 0.25 Max M-Y LF 1 301 302 303 Min M~Y LF 1 301 302 303 Max M-Z -0.41 -0.62 Min M-Z 0.1!? 0.19 Max M-Z LF 1 301 302 303 Min M-Z LF 1 301 302 303 Stiitze 97.03 (links) 366 309 Max P-X -0.06* -3.18 Min P-X -0 .11* -3.31 Max P-X LF 1 301 302 303 Min P-X LF 1 301 302 303 Max p~y -0.06 '-3.18* Min P-Y -0.11 -3.31* Max P-Y LF 1 301 302 303 ( .. $--..So/ ooo-3<1 of - AUF',I'RAG NJ:{: : 00018 SEITE: 4.9 ZEICHEN: L OZ: 4 (kN) Auflagermomente (kNm) p~z M-X M-Y M-Z -3.40 0.00 0.00 0.01 19.13 0.00 0.00 -0.05 304 305 306 307 308 304 305 306 307 308 19;15* 0.00 0.00 -0.05 .-3.43* 0.00 0.00 0.01 304 305 306 307 308 304 305 306 307 308 -0.52 o:oo 0.00 0.02* 1.9.03 0.00 0.00 -0.05* 304 305 306 307 308 304 305 306 307 308 40.61 0.00 0.00 -0.08 40.94 0.00· 0.00 -0.08 304 305 306 307 308 304 305 306 307 308 40.69 0.00 0.00 -0.08 40.77 0.00 0.00 -0.08 304 305 306 307 308 304 305 306 307 308 40.94* 0.00 0.00 -0.08 40.59* 0.00 0.00 -0.08 304 305 306 307 308 304 305 306 307 308 40.93 0.00 0.00 -0.08* 40.65 0.00 0.00 -0.08* 304 305 306 307 308 304 305 306 307 308 1. 65 0.23 -0.63 0.01 13.22 -0.68 1. 42 0.05 3-04 305 306 307 308 304 305 306 307 308 1. 65 0.23 -0.62 0.01 ;1.3.~2 -0.68 1. 42 0.05 304 305 306 307 308 304 305 306 307 308 13.24* -0.60 1. 32 0.05 1.63* 0.16 -0.53 0.01 304 305 306 307 308 304 305 306 307 308 3.68 0.43* -0.19 -0.03 3.55 -0.75* 0.36 0.05 304 305 306 307 308 304 305 306 307 308 13.22 -0.68 1.42* 0.05 1. 65 · 0.23 -0.63* 0.01 304 305 306 307 308 304 305 306 307 308 3.54 -0.75 0.40 0.05* 3.69 0.43 -0.25 -0.03* 304 305 306 307 308 304 305 306 307 308 4"1.28 0.00 0.00 0.01 40.93 0.00 0.00 0.01 304 305 306 307 308 304 305 306 307 308 41.28 0.00 0.00 0.01 40.93 0.00 0.00 0.01 304 305 306 307 308 \ -n .--AUFTRAG l"l.i.l). : 00018 SEITE: DR. -ING. WEISS ING.w1~ IEURGESELLSCH)\FT mbH BERATENDE BAUINGEN,IEURE VBI 4.10 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: TEL: 0761/31462 FAX: 0761/23251 Knot- Nr. LFK Auflagerkraefte (kN) P~X P-Y P~Z Stiitze Min P-Y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M-Z 1c Max M-,z Min M-Z 97.04 rechts) 389 309 Max P-X Min P-X LF 1 301 302 303 -0.06 -3.18 -0.10 -3.29 LF 1 301 302 303 LF 1 301 302 303 -0.10 -3.29 -0.06 -'3.18 LF l 301 302 303 LF 1 301 302 303 2.02* 1. 37* Max P-X LF Min P-X LF 1 301 1 301 Max P-Y Min P-Y Max P-Y Min P-Y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z LF LF LF LF 1. 37 2.02 1 301 1 301 1.37 2.02 1 301 1 301 2.01 1. 38 I ~!~ ~=~ -Min M-Z Stiitze 97. 041 \ (rechts) 409 309 Max P-X P-X P-X P-X P-Y P-Y P-Y P-Y P-Z P-Z P-Z P-Z M-Z M-Z - M-Z M-Z LF LF 1 301 1 301 6.57 6.97 302 303 302 303 6.98* 6.57* 302 303 302 30-3 6.97 6.58 302 303 302 303 6.62 6.96 302 303 302 303 -0.52* -1.51 Stiitze Stiitze I 97.04 412 Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min (links) 309 Max Min Max M1n Max Min Max Min Max Min Max Min Max P-X P-X -1.59* -1.31 LF 1 301 302 303 LF 1 301 302 303 -1.59 -1.31* -0.52 -1.,'51* LF 1 301 302 303 LF 1 301 302 303 -1.59 -1.31 -0.52 -1.51 LF 1 301 302 303 LF 1 301 302 303 -1 . 3,0 :-1 . 4 0 LF LF -0.53 -1.51 1 301 302 303 1 301 302 303 3.10* 3.06* P-X LF P-X LF P-Y 1 301 1 301 3.10 3.06 P-Y P-Y P-Y P-Z P-Z P-Z P-Z M-Z LF LF LF LF 1 301 1 301 3.08 3.10 Min M-Z Max M-Z I Min M-'Z (rechts) LF LF 1 301 1 301 3.08 3.10 1 3Ql 1 301 5.38 5.21 302 303 302 303 5.38* 5.21* 302 303 302 303 5.28 5.38 302 303 302 303' 5.29 5.37 302 303 302 303 2.01 421 309 Max P-X 1.8P 2.66 304 305 41.28* 40,. 88* 304 305 304 305 40.89 41. 23 304 305 304 305 33.35 34.44 304 305 304 305 34.44 33.35 304 305 304 305 34.44* 33.35* 304 305 304 305 33.38 34.42 304 305 304 305 18.24 20.34 304 305 304 305 20.34 18.26 304 305 304 305 20.34* 18.24* 304 305 304 305 19.78 18.27 304 305 304 305 33.35 34.35 304 305 304 305 3-3. 34 34.35 304 305 304 305 34.60* 33.30* 304 305 304 305 34,53 33.j7 304 305 304 305 -8.46 L OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z 306 307 0.00 0.00 306 307 306,307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 -0. 00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 0.00 306 307 306 307 0.00 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.00 308 308 0.00 0.01 0.01 0.01* 0.01* 0.14 0.12 0.12 0.14 0.12 0.14 0.14* 0.12* 0.02 0.09 0.09 0.02 0.09 0.02 0.10* 0.02* -0.05 -0.04 -0.05 -0.04 -0.04 -0.05 -0.04* -0.05* -0.04 ·r·, DR. -ING. WEISS ING~~IEURGESELLSCHAFT ~H BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 ... . ; AUFTRAG 1~. : 00018 ZEICHEN: L. p;l-G,,/ t>ot>8L/-o I SEITE: 4 .11 OZ: 4 Knot-Auflagerkraefte-( kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-~ M-Y M-Z -----------__________________________ , -------------------------------- Min P-X -1. 45* -2.53 7.33 0.00 0.00 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 1.81 2. 66-* -'-B. 46 0.00 0.00 -0.04 Min P-Y -1. 45 -2.53* 7.34 0.00 0.00 0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -1. 45 ~2.53 7.34* 0.00 0.00 0.01 Min P-Z 1.,81 2.66 -8.46* o:oo 0.00 -0.04 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.02 1. 32 -3.37 0.00 0.00 0.11* Min M-Z 1.04 0.29 -3.07 0.00 0.00 -0 .13* (, Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-'Z LF 1 301 302 303 304 305 306 307 308 Stutze 97. 0 (links) 435 309 Max P-X 4.62* 10.29 16.79 0.00 0.00 0.14 Min P-X 1. 34* 1. 95 2.0. 40 0.00 0.00 0.09 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 4-_ 62 10.29* 16.79 0.00 0.00 0.14 Min P-Y 1. 34 1. 95* 20.40 0.00 0.00 0.09 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 1. 34 1.95 20.40* 0.00 0.00 0.09 Min P-Z 4.62 10.29 16.79* 0.00 0.00 0.14 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 3.32 7.00 :).9 .14 0.00 0.00 0.17* j Min M-Z 1.74 2.98 19.71 0.00 0.00 0.08* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 stutze 2.01 (links) 438 309 Max P-X 3.63* 5.73 18.91 0.00 0.00 -0.01 Min P-X -0.91* -1.56 -4.52 0.00 0.00 0.03 Max P-X LF 1 301 302 303 304. 305 306 307 308 Min P-X LF i 301 302 303 304 305 306 307 308 Max P-Y 3.63 5.73* :\.8.91 0.00 0.00 -0.01 Min P-Y -0.91 -1.56* -4 .-53 o;oo 0.00 0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y I:,F 1 301 302 303 304 305 306 307 308 Max P-Z 3.63 5.73 18.92* 0.00 0.00 -0.01 Min P-Z -0.91 -1.56 -4. 53* 0.00 0.00 0.03 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 3'07 308 Max M-Z 2.62 2.81 10.40 ·O. 00 0.00 0.10* Min M-Z 2.24 4.92 13.80 0.00 0.00 -0 .11 * / Max M-Z LE' 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301-302 303 304 305 306 307 308 stutze 97.05 (rechts) 442 309 Max P-X 6.01* -0.47 6.96 0.00 0.00 -0.07 Min P-X -5.18* 4.31 23.35 0.00 0.00 -0.13 Max P-X LF 1 301 392 303 304 305 306 307 308 Min P-X LF 1 301 302 303 ,304 305 306 307 308 Max P-Y -5.18 4.31* 23.35 0.00 0.00 -0.13 Min P-Y 5.53 . -1.15* 5.97 0.00 0.00 -0.17 Max P-Y LF 1 301 302 ~03 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -5.15 4.;n 23.35* 0.00 0.00 -0.12 Min P-Z 5.50 -1.15 5.97* 0.00 0.00 -0.18 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 """ -\ -{ ' DR.-ING. WEISS. ING.i;a-(IEURGESELLSCHAFT mbH AUFTRAG bi:.(. : 00018. SEITE: BERATENDE BAUINGENIEURE VBI 4.12 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 .. Knot-Auflagerkraefte (kN) Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max M-Z 5.91 -0.44 7 .11 o.oo 0.00 -0.07* / Min M-Z 5.46 -1.14 6.03 0.00 0.00 -0.18* Max M'-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301·302 303 304 305 306 307 308 Stiitze 94. 06 (links) 453 309 Max P-X 0.16* -0;19 9.18 0.00 0.00 0.02 Min P-X -0.01* 0.19 9.67 0.00 0.00 -0.05 Max P-X LF t 3.01 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0 :01 0.20* 9. 73 . o.oo 0.00 -0.07 Min P-Y 0.15 -0.19* 9.18 0.00 0.00 0.02 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P~Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 0.01 0.20 9.73* 0.00 0.00 -0.07 Min P-Z 0,15 -0.19 9.18* 0.00 0.00 0.02 Max P-Z LF 1 301 302 303 304 3.05 3·06 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 0.12 -0.02 9.53 0.00 0.00 0.04* L Min M-Z 0.00 0.16 9,_ 66 0.00 0.00 -0.07* Max M-Z LF ·1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10. 0 ( hts') 455 309 Max P-X 0.19* 1.30 6.61 0.00 0.00 0.03 Min P-X -0.41* 3.59 18.57 0.00 0.00 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min ·p-x LF 1 301 302 303 304 30.$ 306 307 308 Max P-Y -0 .41 . 3.61* 18.93 0.00 0.00 0.01 Min P-Y 0.00 -0.35* -1. 58 0.00 0.00 -0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF .1 301 302 303 304 305 306 307 308 Max P-Z -0.41 3.61 18.93* 0.00 0.00 0.01 Min P-Z 0.00 -0.35 -1. 58* 0.00 0.00 -0.01 Max P-Z LF 1 301 30-2 3·03 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 I Max .M-Z 0.19 ·1.60 8.14 0.00 0.00 0.03* Min M-Z. -0.41 1. 03' 5.70 0.00 0.00 -0.03* Ma~ M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 30!:/ 306 307 308 Stiitze 94.06 (rechts) · 470 309 Max P-X 2.98* 0.28 -1. 45 0.00 0.00 -0.07 Min P-X -2. 69·* -0.41 3.35 0.00 0.00 0.04 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2.97 0.28* -1. 45 0.00 0.00 -0.07 Min P-Y -2.67 -0.41* 3.34 0.00 0.00 0.04 Max P-Y LF J. 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -2.28 -0.36 3.48* 0.00 0.00 0.02 Min P-Z 2.98 0.28 -1.45* 0.00 0.00 -0.07 Max P-Z LF 1 301 302 303 304 305 306 307 308 I Min i?-z LF 1 301, 302 303 304 305 306 307 308 I Max M-Z -2.64 -0.41 3.31 0.00 0.00 0.04* Min M-Z 2.93 0.28 ..:1. 42 0.00 0.00 -0.07* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 ·304 305 30.6 307 308 Stiitze 10.07 (links) 472 309 Max P-X 0.71* -2.73 14.34 0.00 0.00 -0.05 Min P-X -0.05* 0.04 -0.26 0.00 0.00 0.00 Max P-X LE 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301-302 303 304 305 306 307 308 Max P-Y 0.02 0.09* -0.44 0.00 0.00 0.00 Min P-Y 0.71 -2.73* 14.37 0.00 0.00 -0.05 DR.-ING. WEISS INGi:ii,iIEURGESELLSCHAFT inbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAx: 0761/23251 -- Knot-Auflagei;kraefte Nr. LFK P-X P-Y AUFTRAG-k~''. : 00018 ZEICHEN: L Jj7-t-.3 ()00-3 lf-o / SEITE: 4.13 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z ---------------------------------. ------------------------------------ Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304' 305 306 307 308 Max P-Z 0. 71 -2.73 14.37* 0.00 0.00 -0.05 Min P-Z 0.02 0.08 -0.50* 0.00 0.00 0.00 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.Q4 -2.00 10.15 0.00 0.00 0.03* I Min M-Z 0.71 -2.73 14.36 0.00 0.00 -0.05* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 97.05 (links) 478 309 Max P-X -0.73* -3.33 29.73 0.00 0.00 -0.17 Min P-X -2.23* -6. 69 13.53 0.00 0.00 -0.19 Max _P-X LF 1 301 302 303 304 305 306 307 308 Min P-X L.F 1 301 302 303 304 305 306 307 308 Max P-Y -0.73 -3.33* 29.73 0.00 0.00 -0.17 Min P-Y -2 .·23 -6.69* 13.53 0.00 0.00 -0.19 Max P-Y LF i 301 302 -303 304 305 306 307 308 Min P-Y LF 1 301 302 -303 304 305 306 307 308 Max P-Z -1. 38 -5.36 33.86* 0.00 0.00 -0.19 Min P-Z -1. 82 -5.44 5.80* 0.00 0.00 -0.22 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 I Max M-Z -1.15 -4.41 28. 96 0.00 0.00 -0.16* Miri M-Z · -1. 45 -4.48 6.65 0.00 0.00 -0.23* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF J, 301 302 303 304 305 306 307 308 Stiitze 10.08 (rechts) 500 309 Max P-X 0.19* 2.21 6.78 0.00 0.00 0.05 Min P-X -0.73* 2.16 6. 72 0.00 0.00 -0.05 Max P-X LF 1 301 302 303 304 305 306 307 308 Miq P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0 .. 68 5.47* 17.33 o .. 00 0.00 0.00 Min i?-Y -0.08 -0 .. 54* -1. 49 0.00 0.00 -0.02 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 30-5 306 307 308 Max P-Z -0.68 5.47 17.34* 0.00 0.00 0.00 Min P-Z -0.08 -0.53 -1.,51* 0.00 0.00 -0.02 Max P-Z LF l 301 :302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 I Max ·M-Z 0.17 2.40 7.20 0.00 0.00 0.05* Min M-Z -0.71 1. 97 6.:az 0.00 0.00 -0.05* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10.08 (links) 508 309 Max P-X 0.87* -3. 40 10.78 0.00 0.00 -0.06 Min P-X -0.22* 0.49 -1.56 0.00 0.00 0.02 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max· P-Y -0.21 0.51* -1.67 0.00 0.00 0.02 Min P-Y 0.03 -'-3. 8-8* 12.07 0.00 0.00 0.06 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max p~z . 0,03 -3.84 12.12* 0.00 0.00 0.06 Min P-Z -0.21 0.51 -1.67* 0.00 0.00 0.02 Max p-z LF 1 301 302 303 304. 305 306 307 308 .Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 0.03 .-3. 83 12.07 0.00 0.00 0.06* Min M-Z 0.86 "-3.4'1 10.84 0.00 0.00 -0.06* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 68.01 DR. -ING. WEISS ING~~IEURGESELLSCHAFT rnbH AUFTRAG 'J::11l : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.14 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagerrnornente (kNrn) Nr. LFK P_,X P-Y P-Z M-X M-Y M-Z ------------------------· --------------------------------------------- 547 309 Max P-X 5.55* -8.89 22.41 -53.98 -46.73 3.14 Min P-X -2.86* ~0.21 28.32 ~3.16 21.67 -5.12 Max P-X LF 1 301 302 303 304, 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2.62 4.00* 25.83 28.37 -20.28 1. 63 Min P-Y 4.71 -9.,84* 23.01 -61.94 -41. 35 1. 80 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z · -2 .37 -3.59 38.58* -10.66 16.87 -0.31 Min P-z· 4.80 -6.88 21. 91 * -38.69 -40.83 5.64 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 30·3 30-4 305 306 307 308 Max M-X 2.04 3.94 26.00 28.40* -16.12 2.38 Min M-X 4.71 ~9.84 23.03 -61. 99* -40.90 1. 75 Max M-X LF 1 301 30.2 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 30.6 307 308 Max M-Y -2.82 0.56 28.73 1. 80 22.40* -5. 46 Min M-Y 5.55 -8.89 22.41 -53.98 -46.74* 3.14 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-'Y LF 1 301 302 3-03 304 305 306 307 308 I Max M-Z -1. 60 -1. 73 30.42 6.10 7.73 6. 71* Min M-Z -2. 72 -0.06 29.03 -3. 49 21. 33 -6.61* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 stutze 94.05 (links) 592 309 Max P-X 0.02* 0.06 9.75 0.00 0.00 0.04 Min P-X -0.08* 0.05 9.83 0.00 0.00, -0.05 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0.02 O.;I.3* 9-. 93 0.00 0.00 -0.01 Min P-Y -0.06 -0.02* 9.66 0.00 0.00 -0.02 Max P-Y Lf 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302. 303 304 305 306 307 308 Max P-Z -0.04 0.12 9.94* ·O. 00 0.00 -0.04 Min P-Z 0.00 0.01 9.62* 0.00 0.00 0.02 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 3.05 306 307 308 Max M-Z 0.02 0.05 9.73 0.00 0.00 0.04* 1/ Min M-Z -0.07 0.09 9.90 0.00 0.00 -0.05* Max M-Z LF 1 301 302 303 304 ·305 306 307 308 Min M-Z LF 1 301 302 303 304 305 30-6 307 308 Stutze 94.05 (rechts) 605 309 Max P-X 3.69* 0.38 4.79 0.00 0.00 -0.05 Min P-X -2.03* ~0.31 o. 71 0.00 0.00 0.04 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF i 301 302 303 304 305 306 307 308 Max P-Y 3.68 0.38* 4.79 0.00 0.00 -0.05 Min P-Y -2.03 -0.31* 0.71 0.00 0.00 0.04 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 3.69 0.38 4. 79*-0.00 0.00 -0.05 Min P-Z -2.03 -0.31 0.71* 0.00 0.00 0.04 Max P-Z LF 1 301 30~ 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -1. 99 -0.31 0.74 0.00 0.00 0.04* I Min M-Z 3.6.5 0.38 4.76 0.00 0.00 -0.05* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stutze 10.09 623 309 Max P-X 0.80* -0.11 16.32 0.00 0.00 -0.02 Min P-X -0.79* -0.34 15.20 0.00 0.00 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 W-&S ' -(l ooo-?:, Lf I -D DR. -ING. WEISS ING.i:i1-IIEURGESELLSCHAFT mbH AUFTRAG 1.'l.t.'(: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.15 LANGENHARDSTRASSE 10 79104 FR,EIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX; 0761/23251 Knot-Auflagerkrae£te (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z -------------------------· -.--------------------------------------- Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0.08 0.36* 25.83 0.00 0.00 0.02 Min p~y -0.75 -0.34* · 15.14 0.00 0.00 0.01 -Max P-Y LF 1 301 302 303 304 305 306 307 308 Min p~y LF 1 301,.302 303 304 305 306 307 308 Max P-Z -0.08 0.31 26.12* 0.00 0.00 0.01 Min P-Z -0.22 -0.03 -3.66* 0 .. oo 0.00 0.00 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.26 -0.11 6.33 0.00 0.00 0.03* Min M-Z 0.69 -0.13 14.98 0.00 0.00 -0.02* Stutz/.3 Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 669 309 Max P-X 4.62* 4.04 64.21 23., 49 -79.21 4.99 Min P-X -11.27* -4.19 68.83 -28.81 80.79 -5.12 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 1.39 5.34* 62.71 27.60 -33.00 5.97 Min i?-Y ~6.37 -6.99* 61. 64 -39.15 20.24 -3.55 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -3.25 -3.85 73.98* -34. 72 -24.36 -4.92 Min i?-z -0.83 4.03 47.65* 40.25 -24.57 4.40 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -1.18 4.36 47.72 43.73* -20.55 6.29 -Min M-X -5.33 -6.48 52.97 -45.14* 20.67 -6.23 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -10.44 -3.60 62.31 -31.98 88.56* -7.32 Min M-Y 4.62 4.04 64.21 23.49 -79.21* 4.99 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 30l 302 303 304 305 306 307 .308 Max 1'1-Z ~o.57 J.17 49.13 19.50 -22.37 9.04* Min M-Z -8.68 -2. 96 63.93 -37.63 68.21 -8.84* L Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stutze 10 (vor dem Bahnpunkt) 674 309 Max P-X 7.68* 0.99 -9.22 0.00 0.00 0.00 Min P-X -16.99* -1.63 19.30 0.00 0.00 0.10 Max P-X LF 1 30.1 302 303 304 305 306 307 308 Min P-X LF 1 301 3W 3()3 304 305 306 307 308 Max P-Y 7.68 0.99* -9.22 0.00 0.00 0.00 Min P-Y -16.26 -2.36* 19.62 0.00 0.00 -0.09 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -16.26 -2.36 19.63* 0.00 0.00 -0.09 Min P-Z 7.68 0.99 -9.22* 0.00 0.00 0.00 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -14.07 ~1.28 15.76 0.00 0.00 0.10* Min M-Z -10.09 -1.66 12.23 0.00 0.00 -0.09* Max M-Z LF ;I. 301 302 303 304 305 306 307 308 ·Min M-Z LF 1 301 302 303 304 305 306 307 308 Stutze 70.03 706 309 Max P-X 4.00* 7.75 36.15 21. 96 -1.33 -0.11 Min P-X -6.76* -1.52 29.57 5.27 11.05 1. 81 Max P-X LF 1 30:). 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 3.94 7.79* 36:18 22.20 -1.10 -0.07 Min P-Y -1.38 -5.75* 17.62 -29.47 1.37 1. 29 DR. -ING. WEISS INd~~IEURGESEL~SCHAFT m.bH BERATENDE BAUINGENIEURE' VBI LANGENHARDSTRASS~ 10 79104 FREIBURG TEL: 0761/31462 ·FAX: 0761/23251 Knot-Auflagerkraefte Nr. LFK P~X P-Y AUFTRAG i,il{;: : OOOi8 ZEICHEN: L .LZT-~&, oo~C/-o I SEITE: 4.16 OZ: 4 (kN.) Auflagermomente (kNm) P-Z M-X M-Y M-Z --------------------------------·----------------·-------------------- ! Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 2.25 6.62 36.70* 24.07 1. 48 0.50 Miri P-Z -1.38 -5.75 17.62* -29.47 1. 36 1. 29 Max P-Z LF 1 38'1 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -2.42 4.92 28.51 30.37* -1.51 2.31 Min M-X -1. 38 -5.,75 17 .,62 -29.47* 1.38 1. 29 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 391 302 303 304 305 306 .307 308 Max M-Y -5.17 1. 76 33.14 19.04 12.89* 0.68 Min M-Y 2.17 3.11 22.13 12.84 -12.46* 2.65 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 3()2 303 304 305 306 ~07 308 I Max M-Z -2.99 2.52 26.92 19.20 -0.85 3.28* Min M-Z 2 .. 22 4.98 29.76 12.07 1. 72 -1. 53* Max M-Z LF 1 301 302 '303 304 305 306 307 308 Min M-Z LF 1 30J 302 303 3.04 305 306 307 308 Stutze 10.10 (nach dem B·ahnpunkt) 707 3'09 Max p~x 15.68* 2.48 17.77 0.00 0.00 -0.11 -.Min' P-X -7.81* -1. 02 -9.27 0.00 0.00 0.00 Max P-X LF 1 301 302 303 304 305 306 307 308 · Min P-X LF 1 301' 302 303 304 3-05 306 307 308 Max P-Y 15.67 2.48* 17.75 0.00 0.00 -0.11 Min P-Y -7.66 -:1.17* -8.82 0.00 0.00 0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 15.68 , 2. 48 17.77* 0.00 0.00 -0.11 Min P-Z -7.81 -1.02 -9. 27* 0.00 0.00 0.00 Max P-Z :(:,F 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 361 302 303 304 305 306 307 308 Max M-Z 7.70 0.31 7.13 0.00 0.00 0.11* Min M-Z 11.79 2.04 13.16 0.00 0.00 -0.12* ,:-Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301· 302 303 304 305 306 307 308 Stutze 94. (links) 734 309 Max P-X 0.19* -0.06 9.44 0.00 0.00 0.01 Min P-X -0 .. 13* 0.11 10.38 0.00 0.00 0.00 Max P-X LF 1 301 302 303 304 305 306 307 308 Mih P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y ·-0. 05 0.60* 11.09 0.00 0.00 -0.02 Min P-Y 0.17 -0.51* 8.71 0.00 0.00 0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.05 0.60 11.10* 0.00 0.00 -0.02 Min P-Z 0.15 -0.51 8.67* 0.00 0.00 0.03 Max p~z. LF 1 301 302 303 304 305 306 307 308 Min P--'Z LF' 1 301 302 303 304 305 306 307 308 Max M-Z 0.17 -0.49 8.75 0.00 0.00 0.03* Min M-Z -0.03 0.57 11.01 0.00 0.00 -0.02* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 stutze 94.04 (rechts) 747 309 Max P-X 0.17* -0.05 2. 96 0.00 0.00 0.00 Min P-X -0 .,09* -0.07 3.18 0.00 0.00 0.00 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 30J 302 303 304 305 306 307 .308 Max P-Y 0.17 -0 .-05* 2.76 0.00 0.00 0.00 Min P-Y -0.08 -0.07* 3.40 0.00 0.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.01 -0.07 3.85* 0.00 0.00 0.01 127-&7 ooo-3lf-D I DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG /:<ii<..: 00018 SEITE·: BERATENDE BAUINGENIEURE VBI 4.17 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN)' Auflagermomente (kNm) Nr. LFK P-X p~y p.:...z M-X M-Y M-Z --------------~---------.-----,---------· ----------------------------- Min P-Z 0.06 -0.05 2.09* 0.00 0.00 0.00 . Max P-Z LF 1 301' 302 303 304 305 306 307 308 Min P-Z LF 1 .301 302 303 304 305 306 307 308 Max M-Z 0. ()7 -0.06 3.71 0.00 0.00 0.01* I .Min M-Z 0.01 -0.05 2 .14· 0.00 0.00 -0.01* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306. 307 308 Stiitze 10.11 766 309 Max P-X 1. 21* -0.05 -1.76 0.00 0.00 0.02 Min P-X -3.49* ~1. 24 17.08 0.00 0.00 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0,79 0.50* 2.01 0.00 0.00 0.03 Min P-Y -3.34 -1.24* 16.82 0.00 0.00 0.02 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 3.03 304 305 306 307 308 Max P-Z -3.16 -1. 20 17. 72* 0.00 0.00 0.01 Min P-Z -0.52 -0.28 -2.70* 0.00 0.00 -0.03 .Max P-Z LF 1 301 302 3'03 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -2.54 -1.15 16.35 0.00 0.00 0.04* I Min M-Z -0.82 0.28 2.35 0.00 0.00 -0.05* Ma:X M-Z LF 1 301, 302 30-3 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10.12 (vor -dem Bahnpunkt) · 846 309 Max P-X 12. 72* 1. 61 -15.26 0.00 0.00 0.02 Min P-X ,--16. 42* -1. 29 18.90 0.00 0.00 0.13 ·Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 12.66 1.62'1< -15.18 0.00 0.00 0.02 Min P-Y -12.22 -1. 86* 12.64 0.00 0.00 -0.07 Max P-Y LF 1 301 302 3Q3: 304 305 306_;307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -i6.42 -1. 29 18.90* 0.00 0.00 0.13 Min P-Z 12. 72 1. 61 -15.26* 0.00 0.00 0.02 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -14.07 -1.00 16-. 04 0.00 0.00 0.13* I Min M-Z -2.34 -0.83 0.77 0.00 0.00 -0.09* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10.12 (nach dem Bahnpunkt) 921 309 Max P-X 16.29* 2.38 19.14 0.00 0.00 -0.09 Min P-X -5.15* -0.66 -6.34 0.00 0.00 0.00 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 3()3 304 305 306 307 308 Max P-Y 16,28 2.38* 19.12 0.00 0.00 -0.09 Min P-Y -5.15 -0. 66* -6.34 0.00 0.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 16 .. 29 2.38 19.14* 0.00 0.00 -0.09 Min P-Z -5.15 -0.66 -6.34* o·. oo 0.00 0.00 Max P-Z LF 1 301 3'02 303 304 305 306 307 308 J Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 8.60 0.73 8.22 0.00 0.00 0.06* Min M-Z 11.28 1. 78 12.93 0.00 0.00 -0.09* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 3ff5 306 307 308 Stutze 94.03 (links) 979 309 Max P-X 0.25* -1. 70 5.Q3 0.00 0.00 -0.01 Min P-X -0.22* 1. 48 16.41 0.00 0.00 0.04 Max P-X LF 1 301 302 303 304 305 306 307 308 DR. -ING. WEISS INGh~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-.Auflagerkraefte Nr. LFK P-X P-Y AUFTRAG 1-l.i'.: 00018 ZEICHEN: L )» -&Li, oooaq-o) SEITE: 4.18 OZ: 4 (kN) Auflagermomente (kNm) P-'-Z M-X M-Y M-Z _______________________ " _____________________________ ----------------- Min P-X LF 1 301 302 303 30-4 305 306 307 308 Max P-Y -0.22 1.62* 16.77 0.00 0.00 0.04 Min P-Y 0.24 -1.74* 5.91 0.00 0.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 3Ql 302 303 304 305 306 307 308 Max P-Z -0.22 1. 62 16.77* 0.00 0.00 0.04 Min P-Z 0.24 -1.74 5.91* 0.00 0.00 0.00 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 3b3 304 305 306 307 308 I Max M~Z -0.20 1. 48 16.42 0.00 0.00 0.04* Min M-Z 0.23 -1. 60 6.14 0.00 0.00 -0.0l* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stutze 94.03 (rechts) 998 309 Max p-.,.x 0.07* -0.01 -0.11 0.00 0.00 0.01 Min P-X 1 -0.03* -0.03 2.68 0.00 0.00 0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.05 0.00* -1. 80 0.00 0.00 0.02 Min p~y 0.02 -0.04* 5.90 0.00 0.00 -0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max p~z 0.02 -·O. 04 5.95* 0.00 0.00 -0.01 Min P-Z 0.04 o.oo -2 .17* 0,00 0.00 0.03 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 .301 302 303 304 305 306 307 308 ,Max M-Z 0.03 -0.01 -1. 40 0.00 0.00 0.03* Min M-Z 0.04 -0.04 5.12 0.00 0.00 -0.01* I Max M-Z LF 1 301 302 303 304 305 306 307 308 Min w.,.z LF 1 301 302 30.3 304 305 306 307 308 Stutze 84 1005 309 Max P-X 5.82* 10.37 53.39 73.68 -32.21 -0.59 Min p..,.x -18.62* 4.10 54.73 -9.49 40.47 3.56 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -S,58· 13.76* 55.56 87.5~ 2.32 -1.37 Min P-Y -4.47 -1:!.. 82* 53.63 -62.98 23.06 4.41 Max P-Y LF 1 301·302 303 304 305 306 307 308 Mih P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -8.88 1. 94 55.95* 20.31 36.78 0.81 Min P-Z -2.62 1.22 41.17.* 8.69 -5.84 3.31 Max P-Z LF 1 301 302 3()3 304 305 306 307 308 Min P-Z LF 1 30:\. 302 303 304 305 306 307 308 Max M-X -5.58 13.76 $5.56 87.56* 2.32 -1. 37 Min M-X -4.47 -11. 82 53. 63 -62.98* 23.06 4.41 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -'-15 .58 -8.55 55.80 -49.45 56.71* 3.91 Min M-'-Y 5.82 . 10. 37 53.39 73.68 -32.21* -0.59 Max M-Y LF 1 3Q1 302 303 304 305 306 307 308 Min M-Y LF 1 30:), 302 303 304 305 306 307 308 j Max M-Z -3.03 -0.45 43.61 3.74 -7.05 9.42* Min M-Z -0.33 12.73 5.3. 66 81. 49 -12.39 -4.32* Max M-Z LF 1 301 302 303 J04 305 306 307 308 Min M-Z LF 1 30;1. 302 303 304 305 306 307 308 Sti.itze 10.13 1045 309 Max P-X 1. 41 * -0.10 15.78 0.00 0.00 0.00 Min P-'-X -1. 24* -0.24 17.50 0.00 0.00 -0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0.07 0.54* 27.78 0.00 0.00 -0.04 Min P-Y -1.09 -0.40* 14.97 0.00 0.00 0.01 DR.-ING. WEISS I:NGw.HEURGESELLSCHAFT mbH AUFTRAG 1'11( '. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI. 4.19 LANGENHARDSTRASSE 10 '79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN.) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Y LF 1 301 302 303 304 305 306 307 308 Mih P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.07 0.51 28.06* 0.00 0.00 -0.04 Min P-Z 0.38 0.05 -3.64* 0.00 0.00 -0.01 Max P-Z LF 1 301 302 30-3 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -1.05 -0.37 14.99 0.00 0.00 0.01* I Min M-Z -0.10, 0.52 27.56 0.00 0.00 -0.04* Max M-:Z LF l 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 1073 309 Max P-X: 7.73* -2.20 69.95 -28.77 -119.66 11. 31 Min P-X -12.74* -6.05 79.37 -34.09 121. 28 -5.55 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.38 6.07* 56.39 66.56 -18.99 1. 98 Min P-Y -5.61 -10.99* 72. 72 -65.75 27.65 1. 63 Max P-Y LF. 1 301 302 303 304 305 306 307 308 Min p,..y LF 1 301 302 303 304 305 306 307 308 Max P-Z -5.51 -8.15 80.15* -74.89 25.32 2.01 Min P-Z o.43 6.06 56.39* 66.46 -19.54 2.01 Max P-Z °LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -0.50 5.99 56.69 67.32* -9.52 3.74 Min M-X 2.19 -9.75 73.~4 -95.20* -67.03 5. 71 Max M-X LF 1 301 302 303 3·04 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -12.32 -2.38 72. 45 -4.50 136.98* -6.12 Min M-Y 7.73 -'-2 .20 69. 95 -28.77 -119.66* 11.31 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z 5.26 -3.60 70,. 87 -37.47 -93.77 17.91* I Min M-Z -11.12 -3.67 72.86 -19.18 122.01 -11.95* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M.-z LF 1 301 302 303 304 305 306 307 308 Stiitze 56 1092. 309 Max p.-x 12.67* 1.00 78.19 14.60 -120.25 0.38 Min P-X -8.41* 12.63 75.12 90.42 123.42 3.42 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y '-2.15 1·9. 75* 74.99 91. 40 1. 89 3.29 Min P-Y 3.62 -8.56* 64.00 -62.68 10.31 -1.76 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 2.40 10.39 85.29* 111.7.1 6.70 5.75 'Min P-Z -2.14 8.76 61.84* 6.59 17.56 -5.11 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -5.63 13.33 80 .. 73 129.11* 112. 99 10.59 Min M-X 3.44 -8.56 63. 92 ~64.31* 10.86 -2.12 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y ~6. 4.6 ;I.O. 96 80.03 98.73 131.12*: 7.10 Min M-Y 11. 77 6.46 77.33 33.23 -124.68* -1.24 Ma.x M-Y LF 1 301 3.02 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 J04 305 306 307 308 Max M-Z -0.16 -0.26 78.20 51.74 102.41 13.62* Min M.,.z 1.18 3.35 69.42 13. 68 25.39 -9.01* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10.14 (rechts) 1174 309 Max P-X 0.28* -0.81 -2.75 0.00 0.00 0.02 fl DR.-ING. WEISS ING.1,aHEURGESELLSCHAFT. mbH. . BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAx: 0761/23251 Knot-Auflagerkraefte Nr. LFK P-X .p.,.y AUFTRAG 1;;.1f. : 00018 ZEICHEN: L JIT-70 000~4-DI SEITE: 4.20 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z -------------------------------·------------------------------------- Min P-X -0.95* 2.98 9.58 0.00 0.00 -0.08 Max P-X LF 1 301 .302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -0. 72 5.55* 17.89 0.00 0.00 -0.02 Min P-Y 0.27 -0.82* -2.75 0.00 0.00 0.02 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0. 72 5.55 17.90* 0.00 0.00 -0.02 Min P-Z 0.28 -0.80 -2.78* 0.00 0.00 0.02 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z 0.24 1. 68 5.24 0.00 0.00 0.05* / Min M-Z -0.94 2.92 9.34 0.00 0.00 -0.08* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Sti.itze 10.14 (links) 1188 309 Max p~x 0.81* -'-3.08 10.28 0.00 0.00 -0.06 Min P-X -0.21* -'i. 32 4.53 0.00 0.00 0.03 Max P-X LF 1 301 302 303 304 3:05 306 307 308 Min P-X LF 1 .301 302 303 304 305 306 307 308 Max P-Y 0.08 0.72* -2.16 0.00 0.00 -0.02 Min P-Y -'-0.04 -4.42* 14.57 0.00 0.00 0.08 Max P-Y LF 1 301 302 303 304 395 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -0.04 -4.42 14.57* 0.00 0.00 0.08 Min P~Z 0.08 0.71 -2 .16* 0.00 0.00 -0.02 Max P-Z LF 1 301 302 303 304 305 ·306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 I f'1&X M-Z -0.04 -4.13 13.32 0.00 0.00 0.08* Min M-Z 0.80 -3.33 11. 35 0.00 0.00 -0.06* Max M-Z LF i 301 302 303 304 305 306 307 308 Mir:i. M-Z LF 1 301 302 303 304 305 3b6 307 308 Sti.itze 94.02 (nach dem Bahnpunkt) 1230 309 Max P-X 2 .13* -0.22 -9·. 80 0.00 0.00 -0.08 Min P-X -5.59* -1.12, 26. 49 0.00 0.00 -0.05 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2.11 -0.22* -9.67 0.00 0.00 -0.08 Min P-Y -5.58 -1.12* 26. 45 0.00 0.00 -0.05 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -5.59 -1.12 2 6. 4 9* 0.00 0.00 -0.05 Min P-Z 2.13 -0.22 -'9.80* 0.00 0.00 -0.08 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1· 301 302 303 304 305 306 307 308 Max M-Z -3.70 -0.89 17.89 0.00 0.00 -0.05* Min M-Z 1.07 -0.31 -4.92 0.00 0.00 -0.08* I Max M-Z LF 1 30-1 302 :303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Sti.itze 94.02 (vor dem Bahnpunkt) 1303 309 Max P-X 5.63* 0.19 26. 79 0.00 0.00 0.03 Min P-X -0.80* -0.54 -3.78 0.00 0.00 0.04 Max P-X LF 1 301. 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 5.62 0.19* 26.78 0.00 0.'00 0.03 Min P-Y -0.78 -0. 54·* -3.73 0.00 0.00 0.04 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 5.63 0.19 26. 79* 0.00 0.00 0.03 Min P-Z -0.80 -0.54 -3.78* 0.00 0.00 0.04 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 DR.-ING. WEIS$ INGL::.lIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte Nr. LFK P-X P-Y AUFTRAG :t.~n. : 00018 ZEICHEN: L lZT-71 ooo~LJ-o/ SEITE: 4.21 OZ: 4 (kN) Auflagerrnornente (kNrn) l?-Z M-X M-Y M-Z ·-------------------------------------.-------------------------------- Max M-Z 0.11 -Q.44 0.54 0.00 0.00 0.05* Min M-Z 5.11 0.17 24.43 0.00 0.00 0.03* I Max M-Z LF 1 301 302 303 304 305 306 307 308 Miri M-Z i.F i 301 302 303 304 305 306 307 308 Stiitze 73 1341 309 Max P-X 25 .39* -6.58 28.74 10.93 -4.93 1. 87 Min P-X -11. 82* 4.82 27.32 -3.05 -2.58 -1.15 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -11. 43 5. 46* 27.37 0.82 2.31 -1. 72 Min P-Y 25.03 -7.18* 28.67 7.27 -9.53 2.42 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Ma-x p~z 19.43 -4. 2.7 29. 06* 12.57 0.07 2.12 Min P-·z 2.34 -3.91 11. 52* -4.08 6.18 0.77 Max P"-Z .LF 1 30l 302 303 304 305 306 307 308 Min P-Z LF 1 30i 302 303 304· 305 306 307 308 Max M-X 18.67 -3.1:7 28.43 17.33* 7.60 1. 71 Min M-X -4.65 '1.33 27.64 -9.11* -14.98 -1. 09 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -3.57 -0.39 11. 8·8 3.80 19.42* 0.17 Min M-Y -4.62 1.33 27.65 -9.H -14.99* -1. 09 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF' 1 301 302 303 304 305 306 307 308 I Max M-Z 19.93 -4.99 28.83 9. 72 -3.73 2.53* Min M-Z -6.12 3.29 27.45 -1. 25 -3.42 -1.98* Max M-Z LF 1 301 302 303 304. 305 306 307 308 Min M-Z LF 1 30l 302 303 304 305 306 307 308 Stutze 10.16 1465 309 Max P-X 15.34* 3.05 28.15 6.44 -17.84 -0.72 Min p~x -15.02* -3.78 53.60 -11. 89 15.00 -0.74 Max P-X LF 1 301 30.Z 303 304 305 306 307 308 Min P-X LF I 301 302 3'03 304 305 306 307 308 Max P-Y 15.32 '3.06* 28.28 6.50 -17.73 -0.71 Min P-Y -14.90 -3.82* 52. 72 -12.22 14.21 -0.82 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -15.02 -3.78 53.60* -11. 89 15.00 -0.74 Min P-Z -0.32 0.11 11.86* 1. 45 -4.89 0.09 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -1.07 1. 43 37.59 7.38* -6.74 -0.03 Min M"-X -14.90 -3.82 52. 72 -12.22* 14.21 -0.82 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M~x LF 1 301 30,2 303 304 305 306 307 308 Max M-Y ~11. 90. -1.53 39.18 -3.90 16.01* -0.33 . Min M-Y 15.34 3.05 28.15 6.44 -17.84* -0. 72 Max M-Y LF 1 301 302 303 304 305 i306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z 8. 70 0.63 20.81 0.45 -11.28 0.60* Min. M-Z 14.22 2.16 39.09 0.06 -9.30 -1.43* 421 Ma-x M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 1488 309 Max P-X 9.12* 0.66 69.71 -4.08 -97.69 -6.29 Min P-X -5.28* 1. 87 69.64 30.38 99.63 10.77 Max P-X LF 1 301 302 303 304 3·05 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2. 71 9.73* 65.13 70.73 -9.36 1.29 Min P-Y 1. 75 -6.97* 53.68 -71. 84 4.77 1. 77 Max P-Y LF 1 301 302 303 304 305 306 307 308 ( .., DR. -ING. WEISS ING;,, .. IEURGESELLSCHAFT inbH AUFTRAG i..;H: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.22 LANGENHARDSTRASSE 10 79104 ~IBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: o76U23251 Knot-.A:uflagerkraefte (kl-!) Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z --------------------------------------·-------------------------------Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 3.98 5. 58 72 .. 87.* 61.01 -19.91 4.40 Min P-Z 0.55 -6.84 53.51* -69.26 15.82 -0.14 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-'-Z LF 1 301 302 303 304 305 306 307 308 Max M-X 0.26 .8, 50 71. 99 87 .13* 46.44 7.81 Min M-X 1. 75 -6.97 53.68 -71. 84* 4.81 1. 76 Max M-X LF 1 301 302 303 304 3.05 306 307 308 Mi,n M-X LF 1 301 302 303 304 305 306 307 308 Ma,x M-Y -5.28 1. 87 69.64 30.38 99.63* 10.77 Min M-Y 9.12 0.6q 69. 71 -4.08 -97.69* -6.29 Ma,x M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max· M-Z -2.17 2.74 70.54 35.10 70.76 18.69* Min M-Z 8.85 1. 72 70.18 6.51 -94.82 -11.75* 3( Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 30.5 306 307 308 Stutze 1564 309 Max P-X 4. 26* -6.58 105.65 -27.38 70.88 -3.89 Min P-X -16.11* 1. 95 106.36 -5.88 25.12 5.54 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 3.Q3 304 305 306 307 308 Max P-Y -5.34· 19.97* 97.59 175.70 -7.57 -1.16 Min P-Y -3.08 -17.35* 100.91 -136.15 10.97 -1. 37 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -7.18 2.36 121. 29* -39.98 -13.87 4.44 Min P-Z -10.09 13.14 83.60* 124.69 29. 96 5.26 Max P-Z iF 1 301 302 303 304 305 306 307 308 Min i?-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -5.36 19.97 97.59 175.70* -7.49 -1.17 Min M-X -4.27 -16.44 114.;24 -155.49* 2.99 2.19 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M~X LF 1 301 302 303 304 305 306 307 308 Max M-Y -7. 72 1. 71 98.73 10. 90 112.39* -0.43 Min M-Y -6:38 o.b3 112. 36 -19.98 -71.29* 3.10 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 30'3 304 305 306 307 308 ·Max M-Z -10.64 4.84 85.41 39.56 35.52 16.06* I Min M-Z -5.52 1. 83 100.03 29. 72 -5.73 -15.00* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 80.07 1682 309 Max P-X 21. 91* -6.64 44.36 -3.63 -27.49 -2.15 Min P-X -2.27* 0.26 39.42 1.62 14.81 -0.52 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X iF 1 .301 302 303 304 305 306 307 308 Max P-Y 1. 99 1.12* 39.19 6.27 2.77 -3.15 M:i,n P-Y 18,99 -7,39* 43.75 -7.93 -20 .11 -0.54 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 15.62 -5.31 4·9 .31 * ·o. 09 -5.42 -1. 87 Min P-Z 10.90 -3.70 2,8.91* -4.03 -13.28 -0.69 t1ax P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X 7.08 -0. 01 37.16 7.54* -2.95 -2.78 Min M-X 12.85 -'-5. 70 32 .,67 -10. 92* -18.86 0.15 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -2.18 0.74 40.47 3.68 15.74* -1.28 Min M-Y 17.70 -5.02 32.84 -6.36 -32 .11* -2.18 Max M-Y LF 1 301 302 303 304 305 306 307 308 DR. -ING. WEISS INGl!iL~IEURGESELLSCHAFT mbH AUFTRAG l<i!Z .. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.23 ( LANGENHARDSTRASSE 10 79104 FREIBURG Z]l:ICHEN: L OZ: 4 TEL: 0761/31462 . FAX: 0161n32s1 Knot-Auflagerkra.eifte (kN) Auflagermomente (kNm) Nr. LFK P-X P~Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z 4.24 --'1.82 36.19 -0.62 3.56 0.37* I Min M-Z 2.86 0.91 39. 7·0 5.73 0.19 -3.20* Max M-Z LF 1 301 302 3·03 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 73.03 1704 309 Max P-X 23.97* -9.80 21.91 10.07 16.53 -1.11 Min P-X -21.47* 10.20 10.83 12.27 23.07 -0.15 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 3.05 306 307 308 Max P-Y -21.47 10.21* 10.88 12.31 23.04 -0.13 Min P-Y 23.14 -12.16* 12.14 0.55 4.41 0.94 Max P-Y LF 1 30.1 302 303 304 305 306 307 308 Min P-Y LF 1 30'1 302 303 304 305 306 307 308 Max P-Z 7.98 -2.47 37.34* 17.82 31. 64 -0.93 Min P-Z 7 .11 -'-3.58 -5.18* -1. 69 -4.45 0.13 Max P-Z LF 1 301/302 303 304 305 306 307 308 Min i?-z LF 1 301 302 303 304 305 306 307 308 Max M-X -0.69 1. 54 35.75 22.18* 40.98 -0.92 Min M-X 10.98 -5.64 1.50 -7.12* -14.10 -0.24 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -0.69 1.53 35 .. 70 22.14 41.01* -0.94 Min M-Y 10. 96 :..5_ 62 1.85 -7.12 -14.12* -0.24 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y · LF l 301 302 303 304 305 306 307 308 Max M-Z 4.58 -3.66 25.11 9.68 22.39 1.19* Min M-Z 20.4-8 -8 ._OB 21.57 11. 88 20.29 -1.14* solos Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 _303 304 305 306 307 308 Stiitze (rechts) 1837 309 Max P-X o.42* 0. 96 -2.78 0.00 0.00 0.02 Min P-X -0 .18* -0.67 1. 97 0.00 0.00 -0.03 Max P-X LF l 30i 302 303 304 305 306 307 308 Min i?-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0. 24·· 1.36* -3.55 o.oo . 0. 00 0.05 Min P-Y -0.17 -0.75* 2.14 o.oo 0.00 -0.03 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P:-Z -'-0 .17 -0.75 2.17* 0.00 0.00 -0.03 Min P-Z 0.25 1. 35 -3.58* 0.00 0.00 0.05 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 I Max M-Z '0.20 1.23 -'-3. i 7 0.00 0.00 0.05* Min M-Z -0.14 -0.64 1. 82 0.00 0.00 -0.03* Max M-Z LF I 301 302 303 304 305 306 307 308 Min M-Z LF :J_ 301 302 303 304 305 306 307 308 Stiitze 80.05 (links) 1856 309 Max P-X 0.34* 0.40 1.27 0.00 0.00 0.03 Min P-X -0. 82* -1.05 -3.49 0.00 0.00 -0.04 Max i?-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.33 0.44* 1. 40 o.oo 0.00 0.03 Min P-Y -0.53 -1.11 * -3.37 0.00 0.00 0.00 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 0.33 0.43 1.43* 0.00 0.00 0.03 Min P-Z -0.80 -1.07 .,.3_ 65* 0.00 0.00 -0.04 Max p-·z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.10 -0.37 -1.08 0.00 0.00 0.03* Min M-Z -0.68 -0.92 -'-3. 03 0.00 0.00 -0.04* ( (~· ' DR. -ING. WEISS ING.brUEURGESELLSCHAFT mbH AUFTRAG NH: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.24 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z . M-X M-Y M-Z ----------------------·----------------------------------------------- 28/ Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF r 301 302 303 304 305 306 307 308 Sti.itze 1879 309 Max P-X 9,72* -1. 79 68.70 -4 :43 -53.52 -1.57 Min P-X -2.24* -3.69 58.43 -32.76 24.62 2.97 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2 .54 2.32* 55.33 32.79 -11. 85 -2.22 Min P-Y 3.74 -9.65* 44.21 -85.19 -13.33 1.31 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 5. 68 -0.82 74.82t 18.44 -26.75 -0.13 Min P-Z J.27 -9.29 44.09* -80.75 -10.08 -0.53 Max P-Z LF 1 301 302 303 30_4 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X 2.61 2.32 55.30 32.85* -12.46 -2.33 Min M-X 3.74 .-9.65 44.21 -85.19* -13.33 1.31 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 30.3 304 305 306 307 308 Max M-Y -,1.60 -3. 4·8 52.28 -26.57 30.08* 5.82 Min M-Y ~.46 -2.88 54.52 -16.37 -65.27* -3.69 Max M-Y LF 1 301 30-2 303 304 305 306 307 308 Min M-Y LJ: 1 301 302 303 304 305 306 307 308 Max M-Z 0.30 -4.09 51.47 -32.12 13.24 8.62* Min M-Z 6.30 -3.37 48. OJ, -21. 85 -4.1. 89 -9.49* 00.L Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF r 301 302 303 304 305 306 307 308 Stiitze (rechts) 1896 309 Max P-X 0.44* 0.61 -1. 45 0.00 0.00 -0.01 Min P-X -0,78* -0.41 1. 60 0.00 0.00 0.09 Max p~x LF 1 301 302 30-3 ;304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.38 0.87* -1.90 0.00 0.00 0.00 Min P-Y -0.74 -0.53* 1. 79 0.00 0.00 0.08 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304. 305 306 307 308 Max P-Z -0.71 -0.51 1.79* 0.00 0.00 0.08 Min P-Z 0.37 0.85 -1.93* 0.00 0.00 0.01 Max P-Z LF 1 301 302 303 304 3()5 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 / Max M-Z -0.74 0.00 0.74 0.00 0.00 0.12* Min M-Z 0.40 0.27 -0.83 0.00 0.00 -0.03* Max M-Z. LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Sti.itze 80.04 (links) 1911 309 Max P-X 0.24* 0.17 0.4d 0.00 0.00 0.02 Min P-X -:-0.53* -0.59 -1. 56 o.oo 0.00 -0.05 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 0.15 1.78* 4.01 0.00 0.00 -0.10 Min P-Y -0.26 -0.81* -1. 92 0.00 0.00 0.01 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 0.18 1. 76 4.08* 0.00 0.00 -0.10 Min P-Z -0.46 . -0. 75 -1. 95* 0.00 0.00 -0.03 Max P-Z . LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304. 305 306 307 308 j Max M-Z 0.11 -0.42 -0.82 0.00 0.00 0.03* Min M-Z -0.21 1.35 2.93 0.00 0.00 -0.13* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 Stiitze 10.19 0003!./-DI DR. -ING. WEISS INGl:u<IEURGESELLSCHAFT mbH AUFTRAG 1';1-: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.25 LANGENHARDSTRASSE ~o 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Aufli:1-gerkraefte (kN) Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z -----------·--.-----·-----------------"------------------------------- 1918 309 Max P-X 3.04* 1.60 66.16 14.17 -21.87 1. 84 Min P-X -10.85* -3.68 57.19 -35.46 56. 79 I -0.84 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 2.83 1.90* 64.28 17.66 -20.07 2.09 Min P-Y -8.66 -5.12* 49.38 -53.79 44.33 -1. 39 Max P-Y LF. 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -7.06 -0.14 74.25* 2.79 33.67 0.76 Min P-Z -4.63 -3. 72 36.20* -40.82 23.02 -0.23 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 '301 302 3,03 304 305 306 307 308 Max M-X 2. 82 1.90 64.64 17, 68* -19.94 2.02 Min M-X -8.66 -5.12 49.21 -53.79* 44.37 -1. 33 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 366 307 308 Max .M-Y -10.85 -3.62 57.31 -34.75 56. 82*· -0.88 Min M-Y 3.04 1. 57 66.08 13.81 -21.88* 1. 87 Max 1M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.61 -0.20 51.63 -4.18 -0.40 3.28* I Min M-Z 1.04 -1. 92 53. 48 -22.92 -9.62 -3.57* Max M-Z LF 1 301 302 303 304 305 306 307 308 fVJin M-Z .LF 1 301 302 303 304 305 306 307 308 Stiitze 73.06 1948 309 Max P-X -0 .11* 3.16 40.56 18.69 -4.34 1.17 Min P-X -13.61* 7.91 56.06 23.01 25.15 -0.31 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 3Q7 308 Max P-Y -10.73 10.00* 42.99 39.87 17.47 1.23 Min P-Y -2.16 0.77* 4 8 .-9.4 2.18 2.35 -0.60 Max P-Y LF 1 301 302 303 304 305 306 307 30,8 Min P-Y LF 1 301 302 303· 304 305 306 307 308 Max P-Z -5.03 3.32 57.44* 9.99 5.58 -0.73 Min P-Z -7.08 6.69 33.31* 27.88 12.19 0.54 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X -10.73 10.00 42.99 39.87* 17.47 1. 23 Min M-X -2.80 1.00 53.13 1.79* 2.95 -0.49 Max M-X LF 1 30],, 302 303· 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -'-13. 60 7. ·93 55.91 23 .. 16 25.15* -0.30 Min M-Y -0.21 3.30 41..38 19.12 -4.45* 1. 28 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.53 3.28 41.44 18.64 -2.98 1.33* I Min M-Z. -3.69 2.82 51. 50 10.04 3.14 -:1.17* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302' 303 304 305 306 307 308 Stiitze 21 2049 309 Max P-~ 4.94* 1. 95 52.46 -4.23 -24.38 -3.28 Min P-X -3.70* 5.22 34. 71 35.06 30. 42 5.11 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 '303 304 305 306 307 308 Max P-Y -;l..93 8.25* 33.45 70.05 9.30 -3.37 Min P-Y 2.75 -2.'27* 4.1. 54 -36.60 -18.63 -0.46 Max i?-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z 2.53 0.43 56.02* -30.71 -13.31 2.26 Min P-Z -2.36 8.11 33.33* 67.89 13.76 -3.94 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 J.2,T-7& DOo-3Lf-O I DR. -ING. WEISS ING1i.t1 IEURGESELLSCHAFT nibH AUFTMG kn: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.26 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN.: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomen1;:e (kNm) Nr. LFK P-X P"-Y P-Z M-X M-Y M-Z -----------------------------------------.---------------------------- Max M-X -1. 91 ·8. 25 33.45 70.06* 9.14 -3.34 Min M-X 2.75 -2.27 41. 54 -36.60* -18.63 -0.46 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF '.L 301 302 303 304 305 306 307 308 Max M-Y -3.62 4.66 34.90 28.94 30.59* 3.93 Min M-Y 4.43 -0.38 41. 05 -13.86 -37.27* -7.69 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z -0.48 3.58 38. 09· 24.78 4.22 10.86* /' Min M~z 2.60 3.52 38.88 27.35 -25.25 -10.89* Max M~z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF I 301 302 303 304 305 306 307 308 Stiitze 80.02 2058 309 Max P-X 8.64* -1,76 33.70 7.12 -0.31 -0.05 Min P-X ~is.SO* 6.78 15. 84 15.19 33.85 -0.01 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y -·14. 83 7.37* 15.51 18.32 · 31. 32 0.77 Min P-Y 5.26 -3.93* 35.36 -7.25 -3.22 -0.17 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -3.90 0.62 36.37*-5.98 20.77 0.28 Min P-Z -0.37 -0.28, 13.39* -4.51 -4.48 -0. 71 Max P-Z LF 1 301 302 303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-.X -0.44 2.67 34.67 19.73* 23.31 0.33 Min M-X -0.23 -1.20 13.92 ~9.67* -8.00 -1.19 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301 302 303 304 305 306 307 308 Max M-Y -15.50 6. 78 15.84 15.19 33.85* -0.01 Min M-Y b.56 -0.49 13. 70 ·-s. 89 -11. 54'* -0.06 Max M-Y LF 1 301,302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z -8. 43. 4.97 14.48 12.67 13.92 1.40* Min M-Z -2.49 -0.28 13.89 -6. 4·8 1. 78 -1.63* Max M-Z LF 1 3'01 302 303 304 305 306 307 308 Min M-Z LF i 301 302 303 304. 305 306 307 308 Stiitze 14 2240 309 Max P-X 15.09* -2-. 60· 120.77 53.81 -61.03 2.58 Min P-X -7.17* -0.79 108.57 -51. 80 17.86 -13.33 Max P-X LF 1 301 302 303 304 305 306 307 308 Min P-X LF 1 301 302 303 304 305 306 307 308 Max P-Y 4.31 12.30* 126.46 66.24 -45.62 -1.85 Min P-Y 2. 67. -15.55* 113. 22 -100.24 3.68 1.51 Max P-Y LF 1 301 302 303 304 305 306 307 308 Min P-Y LF 1 301 302 303 304 305 306 307 308 Max P-Z -1. 70 -7.-79 135.40*-102.59 -24.55 -13. 52 Min P-Z 5.80 -4 .. 37 91.45* -12.38 -10.10 7.61 Max ·p-z LF 1 301 302 ·303 304 305 306 307 308 Min P-Z LF 1 301 302 303 304 305 306 307 308 Max M-X 8.91 8.98 125.41 124.46* -47.07 3.97 Min M-X -3. 71 -12.06 120.32 -137.29* 2.50 -11. 57 Max M-X LF 1 301 302 303 304 305 306 307 308 Min M-X LF 1 301. 302 303 304 305 306 307 308 Max M-Y -1. 72 -10.65 106.18 -71. 27 29.11* 4.83 Min M-Y 11. 99 5.39 132. 47 68.42 -81. 55* -2.81 Max M-Y LF 1 301 302 303 304 305 306 307 308 Min M-Y LF 1 301 302 303 304 305 306 307 308 Max M-Z 4.79 3.58 109.55 31. 83 -20.32 10.60* Min M-Z -2.86 -4.07 115.46 -55 .11 -2.84 -18.43* Max M-Z LF 1 301 302 303 304 305 306 307 308 Min M-Z LF 1 301 302 303 304 305 306 307 308 (--, -DOO?Jtl D) - DR.-ING. WEISS ING.b.•IEURGESELLSCHAFT mbH AUFTRAG ~t!: ~ : ·00018 SEITE: BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE TEL: 0761/31462 Knot- Nr. LFK 10 FAX: 79104 FREIBURG ZEICHEN: 0761/23~51 Auflagerkraefte (kN) P-X P-Y P-Z 4.27 L OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z -I i DR.-ING. WEI$S INGli.J.~IEURGESELLSCffl\FT mbH AUFTRAG ·-r.:: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.28 LANGENHARDSTRASSE 10 79104 FREIBURG ·ZEICHEN: .L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 ~$1-11£-bl== /.J-u,, ~ t1A sn:.-:;;_ 4.3 TABELLE DER AUFL.1\.GERKRAFTE ·IN DEN EINZELNEN VERKEHRSLASTFjiLLEN In der folgenden Tabelle sind die Auflagerkrafte der einzelnen Verkehrslastfalle ausgedruckt wenn der Betrag von A> 2,00 kN oder M > 2,00 kNm ist. Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 14 1 -2,33 -0,3(; 45J3~ -0,83 16,01 -0,89 7 -0,12 ~1,45 6,15 -7,48 1,26 -0,02 8 -0,37' ~2,06 13,63 :_5,10 8,59 -0,10 9 0,04 -0,95 11,96 -1,04 5,05 -0,74 10 b,03 0,28 11,29 2,32 2,60 -0,99 11 -0,74 1,03. 11, 14i. 2,56 4,09 -1,05 12 -1,54 0,97· . 10,60 -1,01 6,24 -1,27 13 -1,47 0,43 5,61 . 0,53 7,69 -0,78 15 0,36 -0,28 044 '' -3,58 · -5,77 1,56 17 -0 36 ,, 0,2~ -0,22_ 3,08 5,09 -1,23 18 -0,22 0, 19 -0,29 2,45 3,44 -0,65 19 -0,37 0,23 -0,16 2,90 5,17 -1,40 20 -0,20 0,13 •0;01 1,49 2,53 -0,52 21 -0,20 0, 11 0,04 1,24 2,41 -0,62 23 0,29 -0,17 -0,02 .-2;03 -3,61 0,80 24 Q,31 ~o, 19 -0,02 -~2,19 -3,96 0,93 25 0,21 -0 12 -·' ' -0,01 -1,46 -2,62 0,60 29 1 -1,73 -1,09 34,73 0,00 0,00 -0,05 4 -0,09 -0,03 2,53. 0,00 0,00 -0,01 5 0,45 0,49 2,28 0,00 0,00 -0,01 6 0,29 0,22 4,88 0,00 0,00 -0,01 7 0,13 0,66 6,17 . 0,00 0,00 -0,01 8 -2,72 2,88 27,51 0,00 0,00 -0,02 9 -2,10 1,54 18,96 o,oo· 0,00 -0,01 10 -0,88 -0,33 6;89 0,00 0,00 0,00 11 0,5q -2 10 "I -7;04 0,00 0,00 0,02 12 1,74 ~3,17 -18,21 0,00 0,00 0,02 13 0,68 -0,81 -6,74 0,0b 0,00 0,01 15 0,58 -0,49 -5,66 .o,ob 0,00 0,01 17 -0 50 I ' b,41 4,83 0,00 0,00 0,00 18 -0,46 0,35 4,35 0,00 0,00 0,00 19 -0,43 0,38· 4,20 0,00 0,00 0,00 20 -0,25 0,19 .2;34. 0,00 0,00 0,00 23 0,32 -0,25 -3,04 0,00 0,00 0,00 24 0;33, -0,27 -3,19 0,00 0,00 0,00 25 0,23 ~o. 1s -2.,16 0,00 0,00 0,00 47 1 ' -1,21 -1,41: 17,58 0,00 0,00 -0,01 7 0,23 0,2!j> -2,18 0,00 0,00 0,00 8 0;55 0,63 -29,44 0,00 0,00 -0,01 9 0,04 0,06 -17,37 0,00 0,00 -0,01 11 -0,76 -0,86 16,78 0,00 0,00 0,01 12 -0,86 -0,97 . 27,78 0,00 0,00 0,01 13 -0,14 -0,H,3 7,'76 0,00 -0.,00 0,00 15 0,15 0, 16 4;11 O,Ob 0,00 0,00 n -f>OO-?J l/-t>) DR. -ING. WEISS INGl!...:~IEURGESELLSCHAFT mbH AUFTRAG i.-r{'~ : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.29 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 17 -0,12 -0,13 -3,53 0,0b 0,00 0,00 18 -0,07 -0,08 -3,35 0,00 0,00 0,00 19 -0,13 -0,14 -3;00 0,00 0,00 0,00 23 0,08 0,08 2,20 0,00 0,00 0,00 24 0,09 0,0!:1 2,30 0,00 0,00 0,00 81 1 1,40 1,42 28;91 0,00 0,00 0,02 2 0,51 0,56 3,16 0,00 0,00 0,00 3 0,43 0,35 5,70 0,00 0,00 0,00 4 0,50 0,35 8,34 0,00 0,00 0,01 5 1,04 1.01 -8,54 0,00 0,00 0,00 6 0,60 0,68 --2,62 0,b0 0,00 0,00 7 0,69 1,05. 4,25 0,00 0,00 -0,01 8 0,49 3,06 17,80 0,00 0,00 -0,02 9 0,06 1,43 8,79 0,00 0,00 -0,01 11 -0,79 -2, 11 -10,74 0,00 0,00 0,01 12 -0,94 -3,H -16,55 0,00 0,00 0,02 13 -0 18 , ' -0,79 -4,31;1 . 0,00 0,00 0,01 197 0,41 0,40 2,64 0,00 0,00 0,00 198 0,45 ·o,48 2,47 0,00 0,00 0,00 199 0,55 0,5! . 3,01 O,QO 0,00 0,00 200 0,53 0,58 2,84 0,00 0,00 0,00 93 1 0,35 0,30 19,88. 0,00 0,00 ~0,01 3 0,17 0,18 2,72 0,00 0,00 0,00 4 0,22 0,23 4,09 0,00 0,00 0,00 5 0,52 0,56 4,55 0,00 0,00 0,00 8 -1,34 -1,47 -15,88 0,00 0,00 -0,01 9 -1, 15 -1,26 -10,32 O,bb 0,00 -0,01 10 -0,60 :-0,(?5 -2,85 0,00 0,00 0,00 11 o; 1_1 0,13 5,14 0,00 0,00 0,01 12 0,74 0,81' 11;06 0,00 0,00 0,01 13 0,34 0,37; 3,7~ 0,00 0,00 0,00 126 1 2,77 -0,10 62,38 1,51 -16,40 0,55 8 -2,93 0,41 3,64 8,55 24,04 -0,89 9 -2,72 0,09 3,57 _ 3,67 22,11 -0,70 10 -1,82 ~0,34 2,43 -3,36 14,46 -0,39 11 -0 53 '' . -0,77 0,31 -10,86 3,51 -0,08 12 1, 10 -1,00 -0;62 -15,94 -9,59 0, 11 13 2,80 0,12 7,40 -1,62 -19,24 0,06 14 _ 3,14 .0,45 13,58 2,79 -20,50 0,01 15 3,11 0,66 9,34 6,52 -23,31 0,78 16 -0, 11 -0,03 11,34 -0,33 0,94 -0,05 17 -2 32 ·' _-0,44 9,09 -4,12 17,23 -0,45 18 -2, 11 -0,18 3,53 ~0,62 15,38 0,25 19 -1,52 -0,46 0;99 -5,44 12,71 -0,89 20 -0,22 -0,02 · -0,43 -0,32 2,86 -0,02 23 0,22 0,07· 0,73 1,23 -3,44 0,21 24 0,29 0,14 _b,72 2,08 -4,10 0,38 25 0,19 0,07 0,48 1,15 -2,71 0,20 133 1 -0,10 0,15 21,43 0,00 0,00 0,00 2 0,05 -0 03 '. 8,47 0,00 0,00 -0,01 LZT-80 600-?>t..1 !JI ., --~ r DR. -ING. WEISS INGb,~.i:EURGESELLSCHAFT mbH AUFTRAG i.-.H:'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.30 LANGENHARDSTRASSE 10 79104 FREIBURG .ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF p~x P-Y P-Z M-X M-Y M-Z 3 -0,01 . ~0,01 5,21 0,00 0,00 0,00 8 -0,41 0,38 . 3,37 0,00 0,00 -0,02 12 0,32 -0,28 -2,84 0,00 0,00 0,02 200 0,06 . -0,01 4,88 0,00 0,00 -0,01 144 1 0,06 .. -0,0·1 16,-21 o,ob 0,00 0,00 2 0;01 0,00 2,63· 0,00 0,00 0,00 8 -0,01 0,00 -3,21 0,00 0,00 -0,01 12 0,01 0,01 2,38 0,00 0,00 0,01 179 1 -0,04, 0,04 18,22 0,00 0,00 -0,05 198 -0,06 -0,07 4,89 0,00 0,00 0,02 19~ 0,00 b,00 8,75 0,00 0,00 -0,01 200 0,05 0,08 5,39 0,00-0,00 -0,03 196 1 . -0,01 -0,01 15,56 0,00 0,00 -0,03 199 -0,01 0,00 2,24 o;oo 0,00 -0,01 233 1 0,08 0;18 14,4.9. 0, 11 -0,23 0,00 198 020 . ' . 0,24 8,21 0,,24 -0,22 0,00 239 1 -2,86 -4,27 17,53 0,00 0,00 0,17 191 1,47 ~0,60 -2,43 0,00 0,00 0,01 193 -5,3_0 ~,33 17,58 0,00 0,00 -0,03 245 1 1,38 1,41 -6,66 0,00 0,00 0,03 87 -0,56 -0,40 2,08 0,00 0,00 0,00 88 -0;65 -0,47 2,44 0,00 0,00 0,00 184 1,00 0,71 -3,71 0,00 0,00 o,oo· 185 1,52 _ 1,08 -5 66 ' . 0,00 0,00 0,01 186 1,39 0,99 -5 17 '· 0,00 0,00 0,00 192 -2,62 -1,95 · 11,97 0,00 0,00 0,00 195 0,78 0,63 -3,04 0,00 0,00 0,00 268 1 2,71 4,74 30,85 0,00 0,00 0,36 185 -0,13' -0,36 2,07 0,00 0,00 0,03 191 -0,07 -0,21 2,48 0,00 0,00 0,01 193 0,02 -0;01 -6,42 0,00 0,00 -0,01 271 1 1,4~ 1,44 7,01 0,00 0,00 -0,04 87 ~0,54 -0,40 . -2,04 0,00 0,00 -0,01 88 -0 64 . ' ~0,47 -2,40 0,00 0,00 -0,01 184 0,97 0,71 3,65 o;oo 0,00 0,01 185 1,47 1,08 5,55 0,00 0,00 0,01 186 1,34 0,99 5,07 0,00 0,00 0,01 192 . 1,32 1,01 2,60 0,00 0,00 0,00 195 '0,75 0,59 2,88 0,00 0,00 -0,01 289 1 -0,55 1,49 36,08 0,00 0,00 -0,08 307 1 3,12 0,46 . 33,85 1,78 -8,70 -0,07 8 2,70 0,50 1,03 2,19 -5,21 -0,20 9 2,59 0,39 0,98 1,31 -5,08 -0, 11 10 1,80 0,15 o,~1 -0,2:1 -3,62 0,04 11 0,50 -0, 18 0,20 -2,04 -1,22 0,20 12 -0,6.9 -0,46 -0 32 ' .. -3,53 1,09 0,33 15 -1,70 -0,05 -0,89 0,95 3,72 -0,07 19 2,75 0,09. 4,14 -1,25 -7,72 0, 11 20 4,36 0,66 6,49 2,30 -10,44 -0,04 21 5,36 0,14 12,02 -2,42 -11,20 -0,08 127-81 I I -~ oe>o:3l(-o I DR. -ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG kit: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.31 LANGENHARDSTRASSE 10 79i04 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Avflagerkraefte .(kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 22 0;45 0,54 8,99 3,09 0,83 0,16 23 -8,46 -2,12 18,93 -8,90 20,47 -0,77 24 -_15,83 -0,91. 13,52 0,93 40,22 1,21 25 -9,10 -1,61 6,34 -5,08 21,47 -0,74 26 _-0,85 0,00 0,21 0,26 2,74 0,13 27 1,41 0,15 -0,70 0,32 -3,84 -0,01 30 0,42 0,09 0,30 0,49 -2,31 0,00 31 0,60 0,04 0,30 0,21 -3,02 0,00 32 0,48 0,10 0,24 0,55 -2,38 0,00 45 0,75 0,10 0,41 0,54 -3,88 0,00 46 . 0,41, 0,05 0,23 0,29 -2, 11 0,00 310 1 Q,14 '. 0,16 4,15 0,12 -0,19 0,01 197, 0,07 0,67 -2,68 0,69 -0,14 0,02 198 -0,15 -0 14 ' ' -2,08 -0,08 0,08 0,00 316 1 -5,44 -16,09 39,43 0,00 0,00 -0, 16 328 1 -0,54 .. 0,60 9,90 0,00 0,00 -0,01 191 0,72 -4,90 -6,80 b,00 0,00 -0,07 339 1 -0,34 -0,11 0,49 0,00 0,00 0,00 191 -0,13 -0,26 17,76 0,00 0,00 -0,05 1!;13 . -0,03 0,01 . -2 12 ' ,, 0,00. 0,00 0,00 343 1 -2,12 -2 82 ' ' 40,72 -0,00 0,00 -0,08 355 1 -0,0~. -0,13 3,63 -0,04 0,04 0,00 197 -_1,07. -1,81 9,60 -0,59 1,35 0,05 366 1 --0,10 -3,25 41,12 0,00 0,00 0,01 389 1 1,81 (;>,68 33,71 0,00 0,00 0,13 409 1 -1,24 -1,41 . 19,70 0,00 0,00 0,08 412 1 3,08 5,29 34,22 0,00 0,00 -0,04 421 1 0,53 0,63 -2,2? 0,00 0,00 -0,02 5 1, 11 1,74 -5,31 0,00 0,00 -0,02 8 0,68 1,07 -3,28 0,00 0,00 -0,01 10 ~1,00 -1,57 4,80 0,00 0,00 0,02 11 -1,58 -2,48 7,58 0,00 0,00 0,03 12 -1 68 I , -2,64 _8,06. 0,00 0,00 0,03 435 1 3,81 8,2_4 18,26 0,00 0,00 0, 14 195 -2,21 -5,61 1,70 0,00 0,00 -0,06 438 1 1,15 1;62 5,2? 0,00 0,00 0,02 5 1, 15 1,75 5,39. 0,00 0,00 -0,01 8 0,72 1,08 3,33 0,00 0,00 -0,01 . 10 -1,04 -1,58 -4,87 0,00 0,00 0,01 11 -1,65 -2,49 :.7,59 0,00 0,00 0,01 12 -1.,76 -2,65 . ~8, 19 0,00 0,00 0,01 195 1,01 3,1.7. 8,13 0,00 0,00 -0,13 19(;3 2,30 3,81 12,72 0,00 0,00 -0,03 197 1,60 1,38 5,71' o;oo. 0,00 0,08 442 1 0, 11 2,07 15,05 0,00 0,00 -0,13 194 5,83 -2,53 -8,03 0,00 0,00 0,05 195 "5,36 -3,2_1 -9,02 0,00 0,00 -0,05 197 -5,22, 2,22. 8,21 0,00 0,00 0,00 453 1 0,09. 0,02 ·-9,57 0,00 0,00 -0,01 455 1 -0 03 I ' 0,30 1,65 0,00 0,00 0,00 liZ-&,2-- () ·'. DO(BL{-oJ ..,. I DR. -ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG i,til{. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.32 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 23 0,03 -0,44 -2,25 0,00 0,00 -0,01 24 0,03 0,73 3,78 0,00 0,00 0,02 25 0,22 1,20 5,94 0,00 0,00 0,03 26 -0,38 3,21 16,69 Q,00 0,00 0,01 27 -0,38 0,95 -4,99 0,00 0,00 -0,03 470 1 -0,40 -0,13 1,47. Q,00 0,00 -0,01 185 2,09· 9,26 -1,81 0,00 0,00 -0,04 472 1 0,04 -0,31 1,64 0,00 0,00 0,00 25 0,64 -2,31 12;21 · 0,00 0,00 -0,05 26 ·0,22 ~1,70 . 8,69 b,00 0,00 0,01 27 -0,04 -1,85 9,47 0,00 0,00 0,03 478 1 -1,69 -5,31 14;56 . Q,00 0,00 -0,22 194 0,18 -0,37 18,99 0,00 0,00 0,03 195 0,81 1,59 14,94 0,00 0,00 0,05 197 0,13 0,!53 -8,16 0,00 0,00 -0,02 500 1 -0,05 0,39 1,;m 0,00 0,00 0,00 25--0,0!5 -0,76 -2,34 0,00 0,00 -0,02 27 0,22 1_,99 5,94 0,00 0,00 0,05 28 -0,62 .. 4,99 15,71 0,00 0,00 0,00 29 -Q;67 1,74 5,44 0,00 0,00 -0,05 30 -0,19 0,83 2,77 0,00 0,00 -0,02 31 0,13 -0,65 -2,13 0,00 0,00 0,02 508 1 0,04 -0 39 ' . 1,25 0,00 0,00 0,00 25 -0,24 0,73 -2,29 0,00 0,00 0,02 27 0,81 -2,93 9,37 0,00 0,00 -0,06 28 0,39 ~3,19 9;31 0,00 0,00 0,00 29 -0,02 .. -3,39 10,55 0,00 0,00 0,06 547 1 0,93 -1,91 25,67 :-10,61 -9,48 0,62 93 0,13 0,36 ~0,14 2,86 -0,78 0,49 94 0,15 0,40 -0,13 . 3,16 -0,87 0,50 95 0,12 0,34 00,08 2,63 j -0,71 0,36 103 0,14. -0,49 -0,05 -3,44 -1,24 -0, 11 104 0,11 -1, 15 0,02 -8;36 -1,38 -0,62 105 -0,03. -1, 10 0,12 '-8,20 -0,31 -0,83 106 -0,16 -0,78 0,20 -6,00 0,84 -0,85 107 -0,26 -0,27 0,23 -2,43 1,79 -0,68 108 -0,29 0,30. 0,21 1,75 2,31 -0,35 109 -d,18 0,68 0,11 4,6~ 1,72 0,08 110 -0,04 0,34 0,03. 2,40 0,49 0, 11 114 -0,10 1,16 -0,90 9,94 0,59 2,53 . 115 -0,18 1,75 -'0,10 13,87 1,71 2,43 116 -0,23 t 94 I. -0 31 . '. 14,66 2,59 1,73 117 -0,26 1,70 0,16 12,08 3,02 0,61 118 -0,26 1,07 0;62 6,71 3,03 -0,69 119 -0,25 0,33 0,85 0,91 2,72 -1,60 121 0,56 -1,00 -0,42 -6,24 -4,64 0, 11 122 1,30 -1,33 -1,42 -6,63 -10,52 1,70 123 2,88 -3,64 -2,58 -20,94 -23,36 2,86 124 3,79 -6;54 s2,71 -41,25 -30,85 1,93 125 1,48 -4,86 -d,35 -33,56 -12,21 -1,46 .---.... i' 000-31.{-() ( DR. -ING. WEISS ING.t:.,~IEURGESELLSCHAFT rnbH AUFTRAG 0:Nit '. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.33 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/314·62 FAX: 0761/23251 Knoten Atiflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P~X P-Y P-Z M-X M-Y M-Z 126 -1,52 -1,34 1,79 -12,45. 12,37 -4,36 127 -3,37 1,60 2,40 7,20 27,90 -5,22 128 -1,70 2,50· 3,08 11,44 14,09 -2,09 129 -0,33 . 1,93 4,74 4,28 2,41 -0,95 130 0,62 1,44 _6,46 -1, 12 -5,40 -0,28 131 0,31 1,15 11-,78 -3,83 -2,01 -0,52 132 -1,37 -0,58 11,66 .,3,37 12,04 0,05 133 -3,02 -1,93 11,95 0,03 23,44 1,07 134 -3,01 -2,45 10,62 2,88 20,39 2,87 135 -2,61 _ -:1,40 5,79 3,40 17,68 2,98 136 -1,65 0;59 1,17 6,82 12,25 2,26 137 -0,69 2,18 0,21 13,04 5,66 1,47 138 0,23 2,91 0,68 17,75 -1,35 0,48 139 1,07 3,35 . 0,77 20,23 -7,47 -0,46 140' 1,65 3,41 0,60 20,20 -11,64 ' -1,20 141 1,84 2,95 0,.56 17,56 -13,06 -1,55 142 1,49 1,90 0,46 1'1,52 -10,68 -1,39 143 1,04 0,97 0,26 5,95 .-7,45 -1,05 144 0,70 0,27 0,06 1,65 -5,02 -0,82 146 0,31 0,38 0,08 2,29 -2,19 -0,34 592 1 -0,02 _0,05 9,75 . 0,00 0,00 0,01 605 1 0,36. -0,03 2,40 0,00 0,00 0,01 185 2,95 025 ·' 1,48 {),00 0,00 -0,04 623 1 0,00 0,00 1,45 O,OQ 0,00 0,00 27 -0,22 o;oo -4 11 ·' 0,00 0,00 0,00 29 0,74 -0,10 14,43 0,00 0,00 -0,02 30 -0,07 0,32 24.,11-0,00 0,00 0,01 31 -0,72 ~o.31 14,63 0,00 0,00 0,01 32 -0,58 0,09 9,42 0,00 0,00 -0,02 33 -0,30 -0,15 4,71 0,00 0,00 0,02 669 1 -3,94 -2,40. . 50,79 _ -12,07 5,96 -1,53 85 -0,51 -0,49 0,14. -4,2'5 4,25 -1, 10 86 -0,48. -0,42· 0,11 -3,62 3,96 -0,95 92 0,40 0,36 · -0,14 3,04 -3,48 0,64 93 1,08 1,00 -0,35 _8,54 -9,47 1,95 94 1,17 1,12 -0,38 9,60 -10,03 2,27 95 0,95 0,94 -0,30 8,11 -8,05 1,99 96 0,51 0,55 -0,16 4,76 -4,22 1,25 98 -0;55 -0,44 0,16 -3,71 4,80 -0,80 99 -0,31 -0,26 0,09 -2,22 2,70 -0,51 100 -0,27 -0,34 0,13 -2,88 2,31 -0,65 103 -0; 11 -0,63 b;35 -5,41 1,25 -1,01 104 -1, 15 -1,98 0,89 -16,92 10,42 -3,54 105 -1,70 -2,22 0,92. -18,99 14,99 -4,14 106 -1,84 -1,91 0,71 -16,3'3 15,91 -3,70 107 -1,56 -1, 17 0,34 -9,95 13,22 -2,41 108 -0,89 ~0,12 -0, 11 -1.,02 7,26 -0,49 109 0,12 0,89 -0,46 7,63 -1,32 1,56 110 0,24 . 0,54 -0,24 4,61 -2,17 1,00 112 0,01 -0,25 0,02 -2,48 -0,70 -1,20 (~ 0003l/-D I DR. -ING. WEISS INGi!ll.UEURGESELLSCHAFT mbH AUFTRAG '1.-l~:'. : 00018 SEITE: BERATENDE ~UINGENIEURE VBI 4.34 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten .Auflagerkraefte (kN} Au£lagermomente (kNm} Nr. LF P-X P-Y P-Z M-X M-Y M-Z 113 0,73 0,22 -0,37 1,03 -7,74 -1,27 114 2,62 2,31 -1,52 18,30 -25,21 1,54 115 3,07 347 ,. ~1,92 28,54 -28,46 4,51 116 2,72 3,80 -1,85 32,01 -24,44 6,40 117 _1,69. 3,23 -1,33 27,88 -14,33 6,76 118 0,21 1,88 -0,63 16,?9 -0,10 5,40 119 -1, 11 0,28 -0,14 3,15 12,43 2,61 120 -1,03 -0,62 .. b,53 -4,32 9,15 -0,16 121 -2;67 -2,49 7,23 -13,17 8,13 -1,51 12? -1,78 -0,85 12,12 -1,58 -9,31 0,56 123 1,55 0,34 14,26 0,07 -36,62 0,59 124 4,06 1,63 15,76_ -4,50 -44,53 -0,76 125 1, 18 2,59 14,20 -3,!i}3 -2,37 -1,65 126 -2,37 2,27 12,04 -1,12 41,70 -1,70 127 -3,95 1,29 10,61 1,41 60,57 -0,94 128 0,87 -1,41 8,68 -6,06. 13,84 0,59 129 0,90 -1,47 3,44 -8,37 0,62 0,91 130 0,98 -1,22 : 1,08 -8,54 -5,86 0,89 131 0,26 -0,98 0,09 -7,73 -1,90 1,03 132 -0,53 -0,03 -0 11· -' . -0,43 4,36 0,30 133 -1;29 , .. 1,09 -0,50 8,22 9,86 -0,60 134 . -1,39 1,61 -0,79 12,20 10,08 -1,33 135 -1, 10 1, 19 -0,61 9,00 7,97 -1,02 136 -0,69 0,62 -0,27. . 4,74 5,21 -0,57 137 -0,47 0,71 -0,20 5,61 3,46 -0,69 138 -0,32 0,95 -0,24 7,60 2,15 -0,96 . 139 -o:16 1,05 -0,24 S:,47 0,76 -1,07 140 0,00 1,02 -0,21 8,32 -0,47 -0,97 141 0,13 0,93 -0,18 7,67 -1,44 -0,67 142 0,19 0,69 s0,14 5,74 -1,86 -0,23 143 Q,20 0,40 -0,08 3,41 -1,76 0,04 674 1 -0,95 -0,09 1, 15 0,00 0,00 0,00 21 -1,98 -0,25 2,40 0,00 0,00 0,00 26 -2,01 -0,26 Z,45 o,oo· 0,00 0,00 27 -2,43 -0,30 .2,98 0,00 0,00 0,00 30 -2,04 -0,12 2,80 0,00 0,00 0,04 31 . -7,81 -1,25 10,53 . 0,00 0,00 -0,07 32 -9,97 -0,89 12,78 0,00 0,00 0,09 33 -11,58 -1,84 13,99 0,00 0,00 -0,09 .. 34 -12,31 -1,11. 13,66 0,00 0,00 0,10 35 3,02 0,27 -3 22 ·' 0,00 0,00 -0,02 39 1,89 0,21 . -2,24 0,00 0,00 0,00 44 2,35 0,29 -2,81 b,00 0,00 0,00 45 4,-82 0,62 -5,77 0,00 0,00 0,00 46 2,6;z 0,32 -3,14 0,00 0,00 0,00 47 1,97 0,26 -2,35 0,00 0,00 0,00 60 1,96. 0,23 -2,34 0,00 0,00 0,00 61 1,94 0,22 -2,32 0,00 0,00 0,00 706 1 . -0,49 Q,35 20,98 -0,29 -0,12 0,68 93 0,12 o,9o 0,38 2,84 -0,37 0,05 liZ-80 I ooo-3Lf-o I .. DR. -ING. WEISS ING.t:J,AIEURGESELLSCHAFT mbH AUFTRAG 1"1-.. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.35 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 076i/31462 FAX: 0761/23251 Knoten · Auflagerkraefte (kN) Auflagerrnornente (kNrn} Nr. LF P-X P-Y P-Z M-X M-Y M-Z 94 0,13 o_,68 0,42 3,21 -0,45 0,09 95 0, 11 0,57 0,35. 2,73 -0,41 0, 11 103 -0,95 -0,48 -0,27 -2,31 0,08 0,01 104 · -0,19 -1,36 -0,79 -6,49 0,46 -0,05 105 -0,22 -1,45 -0,87 -6,91 0,59 -0,08 106 -0,20 -1,18 -0,73. -5,62 0,57 -0,10 107 ·-0,13 -o;64 -0,42 -3,03 0,42 -0,08 109 0,08 0,67 0,37 3,21 -0,19 0,03 114 0,10 1,39 0-,97 6,61 1,06 -0,88 115 Q,18 2,07 1,36 9,88 0,62 -0,64 116 0,22 2,27 1,42 10,87 0,04 -0,24 117 · 0,20 1,93 1, 15 9,27 -0,52 0,20 118 0,12 1, 11 0,59 · 5,36 -0,91 0,57 121 •0,01 ' -0,49 -0,23 -2,39 -0,34 0,22 123 0,04 -0,92 -0,12 -4,62 -0,99 0,62 124 -0,25 -3,52. -1,51 ,,-17,13 -0,97 1,09 125 -0,47 -4,23 -2,24 -20,39 0,04 0,77 126 -0,49 -3,23 -2,08 -15,44 1,05 0,11 127 -0,35 -1,46 -1,33 . -6,86 1,49 -0,45 129 -0,20 -0,63 -0,59 -3,78 0,41 0,07 130 .__0,?2 -1,35 . -0,79 -6,28 0,08 0,30 131 -0,32 -2,00· -1,1Q. -9,86 0,44 0,33 132 -0,32 -1,23 -0,66 -6,01 1,31 -0,04 133 -0',54 ~0,15 -0,~2 -0,53 3,27 -0,53 134 0,04 1,54 2,04 5,15 4,19 -1, 13 135 2,37 .3,49 7,98 6,99 1,83 -1,20 136 3,76 4,26 13,24 7,45 0,84 -0,61 137 2,07 3,09 13,76 9,32 .. 3,42 -0,04 138 -1,21 1,61 12;38 13,00 7,78 0,53 139 -4,56 0 41 ' ' . 11,41 14,38 11,00 0,95 140 -5,83 -0 05 '· 9,68 14,13 9,63 1,28 141 -2,60 1,39 5,57 15,62 . 0,43 1,78 142 1,53 2,(52 1,67 13,95 -8,88 1,70 143 2,~2 1,75 '0,68 8,48 -9,32 1,23 144 1,80 0,64 0,71 2,96 -8,29 0,72 145, 0,52 -0,22 0,39, ~1,02 -2,82 0, 17 146 1,13 0,42 0,22 1,56 -5,02 -0,14 707 1 0,44 0,03 0,52 0,00 0,00 0,00 8 -2,52 -0,33 -2,96 0,00 0,00 0,00 9 -2,42 -0,31 -2,84 0,00 0,00 0,00 20 -1,85 -0,23. -2,17 0,00 0,00 0,00 21 -3,24' -0,38 -3,79 0,00 0,00 0,00 22 -1,85 -0,23 -2,16 0,00 0,00 0,00 23 -1,77 -0,22 -2,08 0,00 0,00 0,00 26 -3,26 -0,40 ~3,132 0,00 0,00 0,00 27 -3,40 -0,41 -4,06 " 0,00 0,00 0,00 28 -2,88 -0,33 -3,35. 0,00 0,00 0,00 29 -3,25 -0,5(3 -3,61 0,00 0,00 0,03 31 7,09 0,34 5,94 0,00 0,00 0, 10 32 9,27 i,73 8,58 0,00 0,00 -0, 11 µ/---8'- DO 34 I r--"'"'\ 0 -D t \ -DR. -ING. WEISS INGi:.i1HEURGESELLSCHAFT mbH ~UFTRAG i{:.l'.: 00018 SEITE: BERATENDE BAUINGENIEURE VBI-4.36 LANGENHARDSTRASSE 10 79104.FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. .LF P-X P-1 P-Z M-X M-Y M-Z 33 10;67 0,73 10,64 0,00 0,00 0,11 34 10,70 1,89 11,87 0,00 0,00 -0, 11 39 1,93 0,24 2,29 : 0,00 0,00 0,00 44 2,49 0,31-2,97 0,00 0,00 0,00 45 5,12 o_,62 6,09 0,00 0,00 0,00 46 2,78 0,34 3,31 0,00 0,00 0,00 47 2,09 0,25 2,49 0,00 0,00 0,00 60 2,07 0,26. 2,47 0,00 0,00 0,00 61 2,06 . 0,26 · 2,45 0,00 0,00 0,00 734 1 0,00 -0,05 9,82 0,00 0,00 0,01 747 1 0,02 -0,06 3,17 0,00 0,00 0,01 766 1 -0,03 . 0,01 1,31 0,00 0,00 -0,01 31 -0,70 -0,28 -2,83 0,00 0,00 -0,02 32 -0,67 0,17 -2,60 0,00 0,00 0,02 35 -2,93 -1,19 15,62 . 0,00 0,00 0,03 37 0,71 ._-0,09. -2,53 0,00 0,00 0,03 846 1 -0,84 _-0,05 1,03 0,00 0,00 0,01 21 -2,01 -0,25 2,44 0,00 0,00 0,00 26 -2,03 -0.~5 2,47 0,00 0,00 0,00 27 -2,28 -0,28 2;77 0,00 0,00 0,00 28 -1,72 ~0,22 2,10 · 0,00 0,00 0,00 35 -6,35 -1 09 . '· 8,92 0,00 0,00 -0,06 36 · -10,45 . -0,71 11_,69 . 0,00 0,00 ci, 11 37 -6,25 • 0 1,28 5,44 0,00 0,00 -0,09 39 4,10 0,36 -4,57 .. 0,00· 0,00 -0,03 40 2,61 0,35 · -3;11 0,00 0,00 0,00 44 . 3,82 0,46 . -4,59 0,00 0,00 0,00 45 7,88 1,01 -9,46 0,00 0,00 0,01 46 4,29 0,51 -5, 15, 0,00 0,00 0,00 47 3,22 .0,42 -3 87 . '· 0,00 0,00 0,00 59 2,47 0,30 -2,97 · · 0,00 0,00 0,00 60 3,18 0,36 -3,82 0,00 0,00 0,00 61 3,16 0,34 -3,79 0,00 0,00 -0,01 62 2,02 0,20 -2,42 0,00 0,00 -0,01 70. -1,81 -0,17 2,17 0,00 0,00 0,01 921 1 0,64 0,07 0,78 0,00 0,00 0,00 21 -1,91 -0,23 -2,33 0,00 0,00 0,00 26 -1,93 -0,23 -2,36 0,00 0,00 0,00 27 -2,15 -0,27 -2,63 0,00 0,00 0,00 28 -_1,65 -0,20 -2,01 0,00 0,00 0,00 35 7,53 0,61 6,87 0,00 0,00 0,07 36 11,93 1,86. 13,75 0,00 ·o,oo -0,09 37 7,12 0,66 9,80 0,00 0,00 0,06 38 1,65 0,28 2,23 · 0,00 0,00 -0,03 ,. 44 2,31 0,28 2,87 0,00 0,00 0,00 45 4,73 0,58 5,87 0,00 0,00 0,00 46 2,57 0,32 3,19 0,00 0,00 0,00 47 1,93 0,23 2,39 Q,00 0,00 0,00 60 1,92 0,24 2,39 0,()0 0,00 0,00 61 1,91 0,24 2,37 0,00 0,00 0,00 I I -DR. -ING. WEISS ING .... ,IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBUR!:,; TEL: 0761/31462 FAX: 0761/23251 Knoten Au£lagerkraefte (kN) Nr. LF P-X P-Y P-Z 979 1 -0,06 0,20 12,31 187 0,18 -1, 12 -3,84 188 0,13 -0,83 -3,01 189 0,09 -0,50. -2,35 998 1 0,01 -0,03 1,43 187 0;02 -Q,Q1 2,51 1005 1 -6,99 · 2,13 42,11 10 -0;76 0,16 -b,05. 75 o,~5 -0,09 -0 03 • I 76 0,61 0,04 0,00 84 1,25 -0,58 -0,06 85 1,35 -0,81 -0,0.7 87 -1,67 0,55 0.:06 88 ··-2,31 0,96 0,10 92 0,84 -0,46 -0,04 93 0,96 -0,34 -0,03 96 -Q,77 0,70 0,06 97 -1, 12 0,78 _ 0,07 98 -0,93 0,51 0,04 156 0,81 -0,14 -0,14 157 . 1,02 -0,18 ,0,17 158 0,91 -0,16 -0,15 163 0,66 -0,12 -0, 11 165 1,21 -0,20 -0,22 166 0,92 -0,16 -0,17 167 0,87 -0 14 I • _ -0,24 171 -3,94. 0,47 1,62 .. 172 -3,27 0,17. 10,72 173 2,21 5,00 11,63 174 8,51 9,69 11,65 175 8,16 4,44 11,78 176 5,39 · -2,03. 12,04 177 2,23 . -8,23 12,03 178 -1, 18 -12,37 . 11,90 179 -4,22 -8,91 11,82: 180 -4,22· 0,29 10,83 181 -3,60 1,75 5,49 182 -0,81 1,00 0,26 183 1,02. 0,61 -Q,54- 184 3,49 -0,61 -0,32 . 185 5,04 -1,82 0,01 186 3,95 -1,49 -0,14 187 1,49 -b,74 -0,12 1045 1 .-0,01 0,05 t,65 35 -0,25--0,06 -2,23 37 1,31 -0,08 1!?,68 38 -0,01 0,37 25,19 39 -1, 14 -0 37 , . 14,77 41 · 0,33 0,06 -3 61 '· 45 0,11 0,06 -'2,31 AUFTRAG h1e;. : . 00018 ZEICHEN.: L 127-.£37, D(JO?Jl/-D I SEITE: 4.37 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z 0,00 0,00 0,02 0,00 .. 0,00 -0,02 0,00 0,00 -0,01 0,00 0,00 0,00 0,00 0,00 0,01 0,00 0,00 -0,02 10,31 7,85 2,13 0,58 2,54 -0,25 -0,36 -3,22 0,51 0,09 -2,14 0,48 -1,89 -3,97 0,76 -2,63 -4,19 0,85 1,84 5,43 -1,07 3,15 7,39 -1,47 -1,50 -2,64 0,53 . -1, 14 -3,12 0,61 2,25 2,22 -0,47 2,53 3,39 -0,69 _ 1,67 2,91 -0,58 -0,67 -2,70 -0,48 -0,86 -3,40 -0,57 ~0,76 -3,03 -0,51 -0,55 -2 21 • I -0,39 -0,99 --4,03 -0,77 _ -0,77 -3,07 -0,61 -0,79 · -2,61 -0,51 3,87 10,58 1,92 20,89 -6,93 -0,93 47,00 -:-20,76 -2,41 68,50 -26, 16 -3,66 40,17 -10,56 -2,88 1,55 7,63 -1,41 -37,68 20,85 0,09 -67,70 27,00 1,79 -64,71 20,97 2,57 :-27,74 10,76 1,44 -8,58. 6,99 -0,20 2,85 2,00 -0,54 3,73 -3,33 0,44 -1,23 -11,4 7 2,46 -6,41 -16,36 3,60 -4,79 -12,47 2,50 -2,19 -4,43 0,76 0,00 0,00 -0,01 0,00 0,00 -0,01 0,00 0,00 0,00 0,00 0,00 -0,02 0,00 0,00 0,01 0,00 0,00 0,00 0,00 0,00 -0,01 ' AUFTRAG N~;-: DR.-ING. WEISS ING.li.NIEURGESELLSCHAFT mbH 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.38 n -·,~ ooo?Jl/-of7-B€5 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente ( kNm) · Nr. LF P-X P-Y P-Z M-X M-Y M-Z 1073 1 -3,09 -3,71 59,72 . -17,67 12,50 0,81 68 .:d,23 -0,17 0.,013 -1,61 2,18 -0,72 69 --0,36 . -0,21 0,09 :..1,94 3,41 -0,87 70 -0,36 · ~0,18 0,09 -1,55 3,47 -0,66 71 -0,24 -0, 11 0,07 -0,91 2,36 -0,33 74 0,39 0,29 -0,14 2,56 -3,76 0,69 75 0,93 0,.72 -0,33 6,47 -8,90 1,91 76 0,85 0,71 -0 31 '· 6,54 -8,08 2,03 ... 77 0,35 . 0,39 -0,14 3,71 -3,21 1,22 81 -0,19 -0 28 ' ' 0,11 -2,58 1,74 -0,56 84 -0;06 · -0,89 •, 0,29 -8,46 0,10 -1,27 85 -1, 12 -2,02 0,79 -18,78 10,15 -3,64 86. -1,65 -1 74 . ,, 0,77 -15,79 15,67 -3,57 87 -1,47 -0,67 0,41 -5,54 14,46 -1,74 88 ~0,85 . 0,43. -0,01 4,80 8,87 0,47 89 -0,03 · 0,48 -0,13 4,71 0,62 0,91 91 0,17 -0,01 ~0,05 -0,70 -2,08 -0,95 92 0,98 0,63 -0,52 4,14 -10, 19 -1,42 93 2,51 2,64 -.1,61 21,58 -24,66 0,21 94 2,50 3,47 -1,138 30,01 -23,66 2,49 95 1,70 3,40 -1,60 30,70 -15,05 4,12 96 0,45 ~.54 -0 91 . ,J -24,32 -2,53 4,78 97 -0,98 . 1,07 -o,t5 12,09 11,71 4,14 98 -2,00 -0,64 0,32 -3,58 21,90 1,41 99 -1,31 -0,79 0,82 -5,35 12,31 -0,09 100 -2,38 .:2,37 ~,99 -15,66 6,68 -0,22 101 ~2,08 -1,07 10,70 -6,37 -5,76 2,07 102 -1,70 -0,94 11,04 -6,57 -10,46 2,45 103 2,38 -0,98 . 11,62 -15,56 -54,07 5,28 104 6,80 · -1,50 12,20 -36,07 -92,63 7,2b 105 4,20 -0,54 12,68 -31,53 -51;73 4,05 106 0,37 0,44 12;91 -18,89 3,09 0,09 107 -3,52 1,47 12,68 -0,65 56,63 · -3,67 108 -6,53 2,09 12,20 17,82 95,68 -6,71 109 -5,58 0,85 11,63 22,79 84,92 -6,62 110 -0,31 · -1,94 10,74 0,60 23,68 -2,62 111 0,26 -2,40 · 5,48 -9,74 5,53 -0,30 112 . 0,57 -1,34 0·,46 .' -10,68 -5,68 0,28 113 1,28 -1,24 -0,12 -10,71 -13,47 -1,03 114 2,03 0,79 -0,20 8,05 -19,42 -4,85 115 1,51 3,06 -0,47 27,53 -13,43 -5,71 116 0,71 4,46 -0,81 38,70 -5,44 -4,84 117 -0,21 4,80 -0,93 40,75 3,31 -2,89 118, -1,02 3,96 -0,77 32,86 10,82 -0,29 119 -1,31 2,19. -0,44 17,49 13,12 1,81 120 -0,60 o·,13 -0,02 0,61 5,83 1,34 121 -0,17 -0,34 0,07 -3,04 1,50 0,79 122 0,04 0,52 -0,07 4,65 -0,21 -0,80 123 0,19 0,48 -0,07 4,34 -1,63 -0,84 124 0,32 -0,60 0,09 -5,33 -3,39 0,70 DR. -ING. 'WEISS ING~~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTR,ASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte ('kN) Nr. . LF P-X P-Y P-Z 125 0,23 -1,62 0,24 126 0,04 · -1,89 0,27 127 -0,12 -1,51 0,22 128 .. ~0,08 .. :.o,33 0,05 140 . -_0,06 0,29 -0,03 141 -0,08 0,38 -0,03 142 -0,08 0,41 -0,03 143 -0,06 · 0,33 -Q,02 · 183 0,17 Q,24 -0,10 184 0,21 0,24 -0,10 186 -0,14 ,--0,27 0,10 187 ~0,24 -0,33 0,14 1092 1 4,26 2,99 65,24 75 0,05 0,30 0,10 76 -0,06 0,38 0,09 77 ~0,15 . 0,29 0,03 84 _ 0,10 . -0,53 -0,13 85 . 0,08 -1, 16 . ~0,29 86 -0,03 -0,98 -0,25 AUFTRAG ?,ii{: : 00018 ZEICH,EN: L ,lZZ-8'7 600-:3(J-ol SEITE: 4.39 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z -14,42 -2,86 2,17 -16,83 -1, 11 2,58 -13,46 0,51 2,12 -2,95 0,61 0,53 2,57 0,71 -0,32 3,38 0,90 -0,33 3,66 0,92 -0,29 2,94 0,71 -0,21 2,19 -1,57 0,48 2,14 -2,01 0,50 -2,50 1,23 -0,52 ; -3,08 2,22 -0,68 25,49 0,06 0,67 4, 11 0,42 0,89 4,25 1, 11 0,88 2,47 1,34 0,46 -5;39 -1,48 -0,73 ..-12,37 -2,25 -2,03 .:1Q,81. -1,02 -2,00 87 -0,16 -0,39. -0,10 . -4,50 0,98 -1,09 88 . -0,23 0,21, . . ·-0,05 2,08 2,57 0,02 89 -0,10 0,25 0,06 .. 2,68 1,33 0,36 91 0,19 0,11 0,02 0,68 -2,14 0,09 92 0,52 . ·o,69 0,16 5,92. -5,36 0,93 93 0,86 2,05 0,49 19,59 -7,62 3, 11 94 -0,60 2,36 0;58 23,57 -4,15 3,70 95 0,16 2,04 0,52 21,28 0,72 3,27 96 ~0,32 1,24 0,34 14,09 5,47 2,08 97 -0,73 0,14 0,07 3,33 8,98 0,31 98 -0,79 -9,89 -0,19 -7,62 8,30 -1,52 99 -0,33 . -0,55 . -0,12 . ~5,14 3,18 -0,97 100 -0,04 -0,62 -0,14 -6 18 • I -0,38 -0,53 101 . 020 • I • . 0,06 0,01 0,78 -2,43 1,04 102 0,24. 0,01 -0,01 0,31 -2,97 1, 16 103 b,4Q -0,80 -0,30 -7,35 -6,84 1,77 104 _0,27 -3,31 -1,05 -31,38 . ~6,89 -0,01 105 -0,42 -4,f2 . ,-1,24 -39,10 0,42 -2,72 106 -1 05 .. ' -3,90 -1,09 -36;91 8,21 -4,75 107 -1,47 -2,76. -0,64 ~26, 14 14,40 -5,68 .108 -1,56 -0,98 -0,18 -8,61 17,88 -5,12 109 :.1,oa 1,02 0,03 11,96 15,42 -2,06 1'10 -0,41 1,07 0,58 10,04 5,99 -0,09 11'1 -0,67 2,42 5,77 9,04 ~1,63 -0,33 112 -0,85 2,50 10,83. 0,38. -15,45 -1,82 113. 1,63 1,70 11,53 -13,81 -56,54 -3,64 114 4,94 1,51 11,72 -13,69 . -102,52 -4,42 115 2,63 1,01 . 11,90 5,13 -63,72 -2,20 116 -0,44 . 0,44 12;10 •' 22,77 -8,07 0,36 117 -3,48 -0 35 ' . 12,04 33,76 49,45 2,71 118 -5,61 -1,01 11,87 . 35,93 94,05 4,67 . J;B""-9D DR.-ING. WEISS ING:i.,w/IEURGESELLSC~T mbH AUFTRAG 't,1.R'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.40 0003<./-D I LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflag.erkraefte ( kN') Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 119 -5,02 :.1,07 11,74 27,57 98,73 5,00 120 1,41 O,q1 10,94 10,61 22,07 1,82 121 1,46 0,78 4,89 · 3,77 1,79 0,41 122 0,87 1,31 0,25 8,42 -8,56 -0,77 123 . 1,14 b,69 -0 17 ·' . 4,89 -11,98 -0,28 124 0 97 I ' -2;s.1 0,37 -14,82 -5,26 1,92 125 -0,02 -5,03 0,52 ~30,63 7,02 3,08 126 -0 87 ,. -5,46 Q,25 -33,21 14,68 2,73 127 -1,26 -4,13 o,oo· -24,98 16,26 1,70 128 -0,49 -1,_05 -0,03 -5,51 6,12 0,36 129 -0,01 -0,95 0,12 -4,20 2,22 0,46 130 · . 0;24 -1,00 0,20 -4,14 0,38 0,54 131 0.,58 -1,81 0,35 -6,53 -0,35 0,69 132 0,6'4, -1,5? · 0,31 -4,78 -1,35 0,33 133 0,78 -1;36 0;29 -2,61 -3,02 -0,06. 134 1,10 -1,85 . 0,34 -3 69 I ' -5,20 -0,02 135 1,76 -3,69 o;so -9,91 -7,24 0,71 136 2,03 · -4,77 0,69. -13,74 -7,55 1,34 137 1,08 -2,74 0,57 -6,88 -4,42 1,00 138 -0,58 0,94 0,05 4,77 0,74 0,23 139 -2,22 4,61 ~0,75 15,79 5,71 -0,55 140 -3,14 6,84 0,2b 25,64 11,05 -1,20 141 ·-2,07 5,00 5,13 31,23 15,34 -1,20 142 -2,43 4,65 7,19 .35,77 19;55 0,01 143 -4,74 8,38 2,93 38,15 21,41 0,39 144 -6,01 11,29 -1,77 35,99 19,73 -0,41 145 -2,79 5,37 -1 76 '·. 14,59 8,03 -0,35 146 1,73 -2,36 0,13 . ~7,70 ~6,19 -0,75 187 0;01 -0, 18 -0,05 . -2,01 -0,37 -0,35 1174 1 -0,06 0,4!:5 1,39 .· 0,00 0,00 -0,01 37 0;01 -0,73. -2,46. 0,00 0,00 -0,02 38 -0,04 0,75 2,58 0,00 0,00 0,01 39 0,21 1,63 . 5,01. 0,00 0,00 0,05 40 -0,59 4,17 15,62 0,00 0,00 0,00 41 -0,81 2,20: 7,32 0,00 0,00 -0,06 42 ·-0,47 t,41 4,72 0,00 0,00 -0,05 45 0,24 -0,83 -2,86 0,00 0,00 0,02 1188 1 0,03 . -0,42 1.,q3 0,00 0,00 0,00 39 0,77 -3,01' 10;08 0,00 0,00 -0,06 40 . 0,36 -3,01 9,66 0,00 0,00 0,00 41 -~0,06 -3,70 11,85 0,00 0,00 0,08 42 -0,22 -0,71 2,17 0,()0 0,00 O,b3 45 0,05 0,73 -2,22 . o,oo· 0,00 -0,02 1230 1 -2,04 -0,69 9,97 0,00 0,00 -0,07 69 -0,48 · -0,06 2,26 0,00 Q,00 0,00 10 -0,45 -0,06 · 2,11 0,00 0,00 0,00 75 0,84 0,10 -3,95 0,00 0,00 0,00 76 0,80 0,10 -3,76 Q,00 0,00 0,00 84 0,49 0,06 -2,34 0,00 0,00 0,00 86 -0,47 -0,06 2,17. 0,00 0,00 0,00 -~ DR. -ING. WEISS INGl!i1~IEURGESELLSCHAFT inbH BERATENDE.BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Nr. LF P-X P-Y P-Z 87 ~0,98 -0,12 4,~i8 88 -1,08 -0,13 5,17 93 0,46 0,06 -2,17 94 0,48 0,06 -2,25 183 0,83 . 0,09 -3,90 184 1,89 0,20 -8,93 185 2,54 0,2·9 -12,11 186 2,12 0,27 -10,23 187 0,59 0,13 -3,03 188 -0,56 -0,02 2,38 189 -1,06 -0,13 4,71 192 -0,54 -0,07 . 2,58 1303 1 1,67 -0,26 7,95 75 0,69 0:09 3,46 76 · 0,65 0,08 3,03 84 0,50 0,06 2,40 87 -0,89 -0,H -4,23 88 -1,04 ~0,12 -4,99 93 0,42 0,05 2,00 183 0,64, 0,07 2,98 AUFTRAG N'.l\\: '. : 00018 .ZEICHEN: L LP--7'/ ooo?i'-1-or · SEITE: 4.41 OZ: 4 Auflagetmomente (kNm) M-X M-Y M-Z 0,00 0,00 0,00 0,00 0,00 0,01 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,01 0,00 0,00 0,00 0,00 0,00 -0,01 o;oo 0,00 -0,01 0,00 0,00 0,00 0,00 0,00 0,01 0,00 0,00 0,01 - 0,00 0,00 0,00 0,00 0,00 0,04 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 O,Q1 0,00 0,00 0,00 0,00 0,00 0,01 184 1,62 o·,18 7,62 · 0,90 0,00 0,01 185 2,48 0,2~. 11,81 0,00 0;00 -0,01 186 2,20 0,27· 10,60 0,00 0,00 -0,01 187 0,65 0,13 3,34· 0,00 0,00 -0,01 189 0;75 0 10 . , . . 3;97 0,00 0,00 0,00 192 -0,50 -0,06 -2,40 0,00 0,00 0,00 1341 1 4,33 -1,47 15,48 0,74 0,49 -0,18 113 0,10 -0,36 0,15 -1,79 -2,68 0,19 114 0,43 -0,69 0,41 -3,00 -4,69 0,26 115 0,59 -0,51 0,44 -1,72 -3,05 0,06 118 0,22 0,45. -0,91 · · 2,86 3,86 -0,42 119 . -0,04 0,55 · -0,17 2,94 · 4,26 -0,36 125 -1,26 0,42 -0,82 0,54. 2,40 0,28 126 . .,.1,21 0,24 -0,75 0,10 2,13 0,27 132 -0,96 0,12 -0,60. 0,18. 2,07 0,14 133 -1,40 -0,07 -0,85 -0,26 2,83 0,17 134 · -2,37 -0,26 -:1,41 -0,77 4,67 0,28 135 -4,33 -0,32 -2,59 -0,99 8,84 0,54 136 --5 83 . ' -0,37 -3,51 -1, 12 12,03 0,72 137 -5,14 -0,44. -3,12 -1, 12 10,55 0,57 138 -3,17 -. -0,50 -1,95: ·. -1,0b 6,35 0,24 141 1',01 1,21 -:0,21 4,70 -0,12 -0,55 142 4,57 0,61 2,31 7,93 1,98 -0,30 143 11.,62 -1,87 8,12 9,57 1,08 0,85 144 15,80 -3,01 12,98 12,15 0,33 2,36 145 7,96 -0,06 -12,45 10,18 0,63 1,56 146 -13,68 5,48 11,98 -4,08 -5,06 -1, 19 147 -6,27 3,50 2,29 _2,35 3,01 0,48 156 1,86 -0,8'6 -0,08 -1,03 -2,25 -0,05 157 2,68 -1, 19 -0, 1,1 -1,45 -3,24 -0,04 ( .. ,. ·ootJ 3lf-o / ' l ,- DR. -ING. WEISS ING.1:1.<1IEURGESELLSCHAFT mbH AUFTRAG iq1{. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.42 LANGENHARDSTRASSE 10 79104 FREIBURG Z)l:ICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (k'.N) Auflagerrnornente (kNrn) Nr. LF P-X P-Y P-Z M-X M-Y M-Z ,. 158 2,23 ~0,99 -0,09 -1,20 -2,70 -0,03 1465 1 -1,98 -0,40 20,67 -1,69 2,98 -0,20 39 -1,75 -0,20 '.,0,89 -0,24 2,09 -0,06 41 10,10 . 0,70 6,72 -0,65 -9,19 b,47 42 16,35. 3,08 14,43 5,54 -14,55 -0,76 43 11,36 0,04 20,03 -3,64 -11,34 0,47 44 . 0,0? . 1,46 23,64 6,18 -3,67 -0,16 45 -12,11 -2,82 27,69 -6,49 6,81 -0,15 46 -8,98 -0,57 13,?7 1,50 7,82 0,26 47 -7,73 -1,4Q 9,91 .:3,14 7,41 -0,27 59 0,42 0,1.6 -3,59, 0,92 -2,95 0,04 60 0,46 0,20 -4,50 1,44 -3,66 0,12 61 0,40. . 0,19 -4,37 1,67 -3,51 0,20 62 0,20 0,12 -2,70 1,24 -2,14 0,19 69 -0,17 .:0;32 1,93 -2,.?6 1,37 -0,28 70 -0,26 -0,30 2,58 -2,03. 1,95 -0,22 1488 1 3,16 2,86 57,77 16,77 -6,29 1,33 5.7 0,21 ,0,02 0,03 0,14 -2;32 0,03 58 0,30 _0,;06 0,06 0;57 -3,30 0,18 61 -0 20 '' ' 0,10 0,01 1,00 2,09 0,34 62 -0,36 0,07 . -0,02 0,66 3,84 0,18 63 -0;32 0;05 ~0,01 · 0,49 3,45 0,07 67 0,23 -0,32 -0, 11 -3,01 -2,41 -0,58 68 0,44 ·-0,75 -0,27 -.7,18 -4,53 -1,50 69 0,35 -0,86 -0,32 · -8,26 -3,54 -1,85 70 0,08 -0,62 " -Q,24. -5,99 -0,60 -1,45 71 -0,12 · -0,28 -0,12 -2,68 1,46 -0,70 74 0,12 0,65 0,30 6,09 -1,33 1, 10 75 -0,11 1,86 0,82 17,55 0,97 3,22 76 -0,48 2,04 0,86 19;31 4,92 3,49 77 -0,66 1,29 0,52 12,22 7,08 2,05 78 -0,59 0,43 0,15 3,97 6,50 0,41 79 -0,32 0,00 -0,01 -0 03 I, 3,57 -0,28 80 -0,24 -0,02 -0,01 -0,22 2,61 -0,24 81 0,10 -0,61 -0,29 -5,58 -1,23 -0,60 84 0,62 -1,62 -:0,99 -14,27 -7,57 0,10 85 0,62' -4,04 -2,24 -36,68 -7,66 -2,86 86 -0,20 . -3,60 -1,79 . -33_,37 1,79 -4,38 87 -1,Q9 -1,48 -0,86 -13,88 12,88 -3,61 88 -1,55 0,76 -0,23 7,58 19,63 -1,45 89 -0,85 1,37 0;98 · 11,48 9,42 0,54 90 -1,29 2,07 5,74 ~.78 4,84 -0,39 91 -1,43 1,98 10,46 '3,70 -4,24 -2,17 92 0,53 0,18 11,61 -9,35 -32,48 -4,85 93 3,24 -1,58 12,37 -12,61 -63,60 -6,44 94 2,01 -1,43 13,01 0,12 -42,15 -3,84 95 -0,05 -0,72 13,41 13,50 -6,55 -0,25 96 -2,H3. 0,05 13,22 22,73 30,94 3,24 97 -3,75 0,84 12,60 26,18 60,65 6,14 98 -2,42 1,43 . 11,77 18,76 55,14 6, 11 W-93 ·-i I 600-3<.f-oJ DR.-ING. WEISS INGl!.1-iIEURGESELLSCHAFT mbH AUFTRAG h.K. : 00018 SEI.TE: BERATENDE BAUINGENIEURE VBI 4.43 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/;31462 FAX: 0761/23251 - Knoten Auflagerkraefte (kN)' Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 99 1,63 1,37 10,68 9,52 9,94 2,47 100 1,37 0,68 4,43 1,81 -2,39 0,99 101 1,10, 0,78 0,61 5,55 -9,59 -0,24 102 1,1-1 Q,70 0,29 5,04 -10,51 · -0,15 103 1,76 0,48 -0,04 2,5·9 · -17,54 1,20 104 1,29. -1,32 -0,24 ~13,90 -12,06 4,88 105 -0,42 -4,82 -0,66 -?5,99 4,34 5,47 106 .:1,94 . -3,58 -1, 12 -31,15 18,24 4,43 107 -2,95 -3 50 . ' ' -1,29 -29,04 27,26 2,35 108 -3,19 -2,56 -1,09 -19,97 29,32 -0,27 109 -2,00 -0,66 -0,44 -3,57 18,18 -2,45 110 -0,56 ,0,11 -0,03 1,76 5,10 -1,38 111 -0,28 · -0,15 -b,03 -1,09 2,71 -0,12 112 -0 13 ·' ,0,'50 ~o. 11 -4,53 1,32 0,79 113 0,20 -0,65 -0,11 -6,09 -1,95 0,78 114 1,23 0,08 0,14 0;19 -12,37 -1,08 115 1,68 1,10 0,39 9,38 -16,80 -2,72 116 1,68 1,81 0,53 15,78 -16,74 -3,52 117 · 1,31 2,09 0,55 18,49 -12,97 -3,50 118 0,64 1,86 0,43 16,72 -6,23 -2,65 119 -0,05 1, 17 0,23 10,69. 0,61 -1,24 120 -0,27 0,15 0,00 1,46 2,76 0,07 122 0,21 0,18 b,06 1,55 -2,07 -0,44 123 0,24 0,18 0,06 1,51 -2,45 -0,42 125 -0,50 -0;54 -0,15. -4,78 5,07 1,30 126 -0,66 -0,66. -0,19 -5,81 6,65 1,54 127 -0,58 -0,54 -0,,16 -4,76 5,79 1,25 182 -0,06 0,26 0,09 2,56 0,76 0,25 183 -0,07 0,46 0,16 4,48 0,88 0,51 184 ~o,o1. 0,47. 0,16 4,53 · 0,23 0,62 186 0,1-4 -0,51 -0,18 -4,94 -1,77 -0,44 187 0,09 -Q,69 -0 22 · ' . -6,31 -1,24 -0,72 188 0,03 -0,.30 ~0,10 -2,94 -0,46 -0,35 1564 1 -1,91 -0,12 87,37 . 5,73 7,48 0,05 57 -0,01 -0,02 -0,06 -0,59 -3,01 -0,63 58 .-0,05 0,05 -0, 11 0,04 -6, 11 -0,66 59 -0;08 0,18 ~0,12 .. 1,62 -6,69 0,01 60 -0,08 0,25 -0,09 2,57 -5,38 0,59 61 -0,07 0,27 -0,03 ~.12 -1,94 1, 17 62 -0,03 0,22 0,04 2,92 2,39 1,37 63 0,01 0,15 0,05. 2,22 3,72 1,00 64 0,04 0,06 0,03 1,10 2,44 0,45 67 0,07 -0,59 _0;14. -6,92 2,09 -1,22 68 0,17 -1,39 0,36 -16,18 8,70 -2,83 69 0,21 ~1,58 0,46 · -18,20 14,38 -3,09 70 0,18 ~1, 12 0,38 -12,66 14,94 -1,97 71 0,09 -0,48 0,22 -5, 11 9,74 -0,52 72 0,04 -0,12 0,06 -1,24 3,60 -0,03 74 -0,09 1, 10 -0,63 11,77 -10,48 0,53 75 -0,35 3,17 . -1,36 35,14 -24,76 2,93 DR. -ING. WEISS INGb~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FA,X: 0761/23251 . Knoten Auflagerkraefte (kN) Nr. LF P-X P-Y P-Z 76 -0,39 3,§0 -1,22 77 -0,14 2,21 -0,82 78 0,14. 0,68 -.0,52 79 0 00 • J • -0,14 0,45 80 -0,15 -0,21 0,94 81 ~1,64 -1,30 6,89 82 ·-1 65 ·' -0,45 6,12 83 -2 70 • -I • 0,17 10,67 84 -2,98 -0,25 12,71 85 -1, 17 -1,16 13,47 86 1,41 -0,40 12,85 87 3,10 0,23 12,17 88 3,47 0,46 11,67 8~ 2,16 -1,70 10,36 90 0,98 -2,02. 5,50 91 0,10 -1,72: 0,84 (~ . . AUFTRAG i-11f'. : 00·01s ZEICHEN: L Li[-94- DOD-3<.f-D/ SEITE: 4.44 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z 39,73 -21,33 4,14 26,07 -6,15 3,29 9,20 7,23 1,52 -0,03 10,02 0,19 -0,80 _ 8,70 0,07 -12,59 10,30 -0,21 -3,22 2,19 0,58 1,13 4,65 1,53 -15,27 -21,32 2,94 ~40,97 -22,22 2,15 -31,79 7,63 0,05 -7,55 34.,90 -2,21 14,06 45,32 -3,53 0,45 7,43 -1 47 • I -10,56 -0,98 -0,13 -17,02 -6,82 -0,03 92 -0,07 -2,05 0,12. ~22,07 · -15,07 -1,69 93 -0,06 -0,13 . 0,25 0,36 -20,49 -5,42 94 -0,13 2,71 -0,22 31,04 -12,80 -5,84 95 -0,22 4,75 -0,91 · 52,00 -2,21 -4,38 96 -0,26 5,65 -1,32 60,52 8,52 -1,95 97 -0,22 5,15 -1 34 .. , 54,14 16,82 0,91 98 -0,10 2,49 -0,78 25,22. 16,53 2,98 99 -0,01 0,50 -0,19 4,73 6,70 1,59 100 0,01 -0,31 0;01 -3,57 0,30 0,75 101 -0,02 0,53 -0,03 6,03 -1,93 -0,86 102 :-0,03 0,54 -0,02 6,14 -2,51 -0,95 103 -~0,95 0,53 0,04 6,03 -6,72 -1,25 104 -0,03 -0,86 0,26 -9,84 -11,11 0,41 105 0,02· -2,17 . 0,38 -24,67 -7,99 2,29 106 0,06 -2,89 0,40 -32,67 -3,02 3,43 107 0,10 -2,93 0,32' -33,06 2,49 3,74 108 . 0,10 -2,27 0,18' -25,54 7,27 3;15 109 0,07 -0,73 . -0,02 -8,10 8,24 1,26 110 0,02 0,01 -0,05 0,19 3,47 0,14 112 0,01 -0 40 . J • 0,06 -4,56 ·-1,01 0,44 113 0,01 -0 55 '· 0,10 -6,12 -2,04 0,37 114 O,Q1 -0,02 0,05 0,09 -2,04 -0,72 115 -0 01 '· 0,80 -0,07 9,44 -0,44 -1,70 116 -0,02 1,40 -0, 17. '16,06 1, 10 -2,20 117 -0,03 1,66 -0,23 18,94 2,34 -2,20 111;3 -0,03. 1-,52 -0,23 17,22 2,97 -1,68 119 -0,02 0,99 -0;11 11 ,.12. 2,60 -0,81 125 0,00 -0,4() 0,05 -4,61 -0,64 0,67 126 0,00 -0,49 0,06 -5,68 -0,60 0,84 127 0,00 -0,41 0,05 -4,71 -0,37 0,71 171' -0,64 0,49 -0,05 1,61 2,47 0,34 172 0,59 0,18 -0,08 0,84 -2,48 -0,46 173 _-0,55 0,87 -0,30 3,26 1,52 -0,12 174 -4,53 2,39 -0,70 8,36 16,30 1,62 'lll-<9-S- /-·-\ -~ I 006-3<.f-D / DR.-ING. WEISS ING.t:i.~ IEURGESELLSC:HAFT mbH AUFTRAG 'i-.u. : 00018 SEITE:. BERATENDE BAUINGENIEURE VBI 4.45 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICijEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 175 -7,00 2,80 -0,76 9,47 25,80 2,99 176 -8,30 2,68 -0,62 _8,83 31,07 3,90 177 -7,73 1;8_8 -0,29 6,00 29,42 3,92 178 ~5,24 0,47 -0;06 0,82 20,33 2,97 179 ; -0,17 -1,53 '' -0,15 -6,77 1,06 0,52 180 1,84 · -1,71 0,60 -5,39 -5,87 -0,74 181 2,07 -:2,35 5,89 3,39 -1,83 -1,03 182 0,18 -1,66 11, 19 15,51 4,65 0,46 183 -1,73" 5,Q2 12,56 40,40 3,27 0,37 184 ·~2,15 8,6~ 13,06 47,34 -7,71 -1,38 185 -3,18 -0,43 12,58 -4,46 -17, 18 -2,77 186 -3 53 '· :8,77 . 12·,55 -48,74 -8,87 -2,61 187 -1,10 -9,82 12,54 -61,31 1,22 -0,63 188 1,32 -0,79 9,72 -22,67 -0,35 0,27 189 1,23 0,21 4,18 -7,57 -1,72 0,49 192 -0,58 -0,12 0,02 -0,39 2,08 -0,29 1682 1 11,56 -'3,69 30,51 -3,61. -14, 10 -1,28 88_ -0,61 -0,02 0,04 -0,29 2,04 0,08 155 0,~3 -0,43 0,62 -1,35 -2,47 0,02 156 1,78 ~0,89 1,30 -2,81 -5,29 0,04 157 2,19 -1,08 1·,59 -3,38 -6,50 0,05 158 1,95 -0,95 t,41 -2,97 -5,81 0,04 159 b,87 -0,41 0,63 · -1,26 -2,59 0,02 163 1,47 -0,73 1,06 -2,26. -4,35 0,03 164 1,20 -0,60 0,88 -1,88 -3,56 0,03 165 2,62 -1,31 2,04 -4,20 -7,94 0,07 166 1,81 -0,94 .. 1,66 -3,19 -5,81 0,06 167 -8,00 2,77 6,08 1,93 9,65 -0,29 168 -3,10 1,65 4,00 3,17 4,56 0,10 169 -0,f?2 -0,06 4,67 -0,39 1,96 -0,04 170 1,03 ~0,17 2,95 0,7b -0,89 -0,06 171 6,83 -?,93 13,56 -1,47 -3,32 0,09 172 '2,27 . 0,2l -0,10 1 93 ' . -6,09 -0,86 173 1, 14 1,21 -0,24 4,89 -3,58 -1,46 174 -1,27 1,74 3,19 6,90 6,54 -1,54 175 -3,28 1,62 4,62 6,12 13,39 -0,69 176 -4,29 .1,41 4;30 4,89· 15,59 0,18 177 -4,38 U,93 3,25 2,83 14,66 0,94 178 -3 47 ·' 0,28 1,68 0,34 10,63 1,43 179 -1,31 -0,38 -0;33 -1,89 2,92 1,28 185 0,85 0,35 :.0,48 1,62 -3,06 -0,22 186 0,70 0,2b -0,46 0,95 -2,54 -0,16 1704 1 . :.2,14 0,75 8,91 1,85 2,97 0, 11 57 2,16 -0,97 -2,14. -1,05 -2,02 -0,03 58 3,12 -1,40 -3,10 -1,,52 -2,92 -0,04 61 -2,51 1,13 2,48 1,23 2-,35 0,04 62 · -3,81 1,72 3,77. 1,85 3,57 0,05 63 -2,54. 1,14 2,52 1,24 2,38 0,03 78 -2,01 0,92 1,95 0,96 1,89 0,02 113 2,63 -1,21 0,49 . -1,31 -2,84 0,00 ( ,., \ ·- DR.-ING. WEISS INGl::i~<{IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASS~ 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Nr. LF P-X P-Y P-Z 114 4,41 -2,07 · 0,78 115 2,63 -1,28 0,42 117 -2,23 0,95 -0,49 . 118 -4 07 I' 1,82 -0,81 119 -4,26 1,94. -0,81 134 -2,23 1,00 -0,42 135 -4,42-?,03 -0,84 136 -6,12 2,82. -1, 16 137 -5,39 2,41 -1,02 138 -3,23 1,33 -0,60 141 -2,58. 1,03 -0 49 .. I 142 -7,00 3,21 -1,36 143 -9,75 4,76 -_1,92 144 -10,10 · 5 27 . I. -2,00 145 -4,93. 3,05 -0,87 146 9,85--'5:76 13,10 147 10,68. ~3,40 22,87 148 -2,31 0,76. 2.46 153 2,51 -1,20 .. -2,5-9 156 . 4,46 -2,17 -4,48 157 6,41 -4,99 -6,38 158 5,31 -2,42 _-5,26 1837 1 0,00 o·,14 -0,24 167 -0, 11 -0,72 2,01 1856 1 -0;08 -0,01 -Q,11 1879 1 3,98 -1,89 51,47 53 0,24 -0,21 -0,31 54 0,30 -0,19 -0,31 55 0,43 .:o,31 _-0,5) 56 0,53 -0,45 -0,60 57 1,32 -0,97 -1,37 58 1,97 -:1,21 -1,85 59 1,33 . -0,42. -0 91 'I 60 0,42 0,37. 0,13 61 -0,92 1,30. 1,48 . 62 ~2,01 1,,83 2,44 6~ -1,88 1,49. 2,16 64 -1,0Q 0,73 1,07 66 0,36 -0,35 -1,04 67 t,14 -1,60 ~2;10 68 1,55 -3,18 -4,46 69 0,58 -3,02 -3,56 70 -0,81 -1,42 -1,09 71 -1,37 0,20 0,86 · 72 ~1,45 0,82 " ~.89 73 -2,49 0;95 8,17 74 -2,30 -0,19 10,71 75 -1,26 -0,87 12,99 76 -0,92 -0,97 Hi,53 77 -0,23 -0,41 1'6,77 AUFTRAG NH. : 00018 ZEICHEN: L j..;;7-9C- D003C/-DJ SEITE: 4.46 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z -2,24 -4,76 0,01 -1,37 -2,84 0,02 1,05 2,40 0,02 1,99 4,38 0,02 2,11 4,60 0,01 1,05 2,45 0,04 2,13 4,83 0,06 2,96 6,70 0,07 2,54 5,89 0,09 1,42 3,52 0,10 1,23 2,73 0,01 3,58 7,46 -0,06 5,22 10,38 -0,18 _5,80 10,76 -0,35 3,58 5,54 -0,42 6 15 ., ' 16,59 0,91 15,67 28,71 -1, 14 -1,52 -1,92 -0,27 -0,46 -1,66 0,10 -2,03 -4,23 -0,01 -2,98 -6,02 -0,04 -2,46 -5,02 -0,03 0,00 0,00 0,01 0,00 0,00 -0,03 0,00 0,00 0,00 -8,58 -22,08 -0,57 ~1,94 -2,13 -0,21 -1,65 -2,72 -0, 12 -3,45 -3,78 -0,50 -4,12 -4,67 -0,62 -8,77 -11,82 -1,22 -10,63 -17,98 -1,25 -3,05 -12,55 0,09 4,22 -4,57 1, 19 12,60 7,50 2,26 17,05 17,59 2,50 13,56 16,66 1,65 6;55 9,04 0,65 -2,36 -2,20 -0,01 -14,37 · -8,38 -1,31 -30, 18 -10,77 -3,27 -30,01 -1,99 -3,76 -15,82 9,63 -2,48 -0,43 13,38 -0,47 4,61 10,45 0, 18 4,10 11,32 -0,59 -0,10 4,43 -1,44 6,18 -5,16 -1,21 11,77 0,28 -0,01 12,43 6,82 1,28 -DR. -ING. WEISS INGJ:11-I IEURGESELLSCHAFT mbH AUFTRAG l'I~,:: 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.47 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L .oz: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte ·(kN) Auflagerrnornente (kNrn) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 78· 0,70 0,04. 1q,0,1 8,54 6,72 1,87 79 1,9!;5 -0,08 13,31 2,39 -2,95 1,26 80 2,23 -0 12 ' ' . 12,33 1,31 -6,23 0,87 81 1,42 -0,22 4,82 -2,84 -6,05 0,41 82 2,10 0,37 5,72 3,35 -.12,00 -0,27 83 0,80 0,54 0,69 4,98 -6,75 -0,41 84 0,97 0,21 -0,'76 . ' 1,56 -9,55 0,71 85 -b,13 -1,70 -1,24 . -17;72 2,40 3,31 86 --1,60 -2,76 -1,55 -27,94 16,44 3,56 87 -2,29 -2,46 -1,61 -24,36 21,81 1,92 88 -2,08 -1,48 -1,09 -14,16 19,03 0,02 89 . -0,48 -0,06 -0,07 -0;26 4,07 -0,61 91 0,01 -0,40 -0 23 I , -4,07 0,23 0,62 92 0,29 -0,64 -0,4$ . -6,42 -2,09 0,77 93 · 0,90 -0,25 -0,38 -2,00 -8,01 -0,49 94 1,07 0,57 0,08 6,41 -10,24 -1,82 95 0,94 1,24 · 0,52 13,04 -9,67 -2,58 96 . 0,61 1,61 0,84 16,57 -6,94 -2,73 97 0,14 1,59 0 95. ' . 16,06 . -2,62 -2,22 98 -0,32 • 0,fl9 0,64 8,72 2,19 -0,82 99 -0,22 0,22 0,20 . 2,11 1,84 -0,07 103 0,36 0,20 0,06 2,19 -3,42 -0,43 104 0,24 0,00 ,0,00 -0,12 -2,09 0,30 105 -0,14 -0,33 -0,10 -3,67 1,64 1, 11 106 ~0;46 .. -0 58 -0,19 -6,26 4,77 1,59 ''• 107 -0,67 -0,69 -0,24 -7,38 6,73 1,71 108 -0,71 ~0,63. -0,22 . -6,73. 7,03 1,41 109 -0,45 -0,31 -0,12 -3,29 4,26 0,55 . 115 0,21 0,10 ~0,02 1, 16 -2,00 -0,50 116 0,26 0,22 0,04 2,48 -2,58 -0,81 117 0,25 0,29. 0,08 3,21 -2,58 -0,92 118 0,18 0,29 0,11 · 3, 16 -1,97 -0,81 119 0,08 0,21 q,10 2,25 -0,96 -0,51 155 -0,39 0,40. 0,50. 3,77 · 3,34 0,62 156 -0,18 0,26. 0,29. 2,57 1,49 0,49 157 0,35 -0·23 ' ' ' -0,36 -2,05 -3,16 -0,21 158 0,52 -0,45 ~0,61 -4,14 -4,56 -0,59 159 .0,46 -0;49 -0,61 -4,66 -4,00 -0,77 160 0,20 -0,21 -0 26. '' . -2;01 . -1,70 -0,33 183 0,09 0,25 0,08 2,61 -1,08 -0,41 184 0,17 0,32 _0,10 3,33 -1,94 -0,45 186 . 0,01 -0,20 -0,07 -2,07 0,17 0,42 187 -0,12 -0,36 . -0, 11 ~3,70 1,52 0,58 1896 1 -0,10 . -0,15 0;50 0,00 0,00 0,01 1911 1 O,QO 0;17 0,43 0,00 0,00 -0,01 166 0, 11 1,33 3,00 0,00 0,00 -0,08 1918 1 -3,94 -1,32 47;41 -13,60 19,43 0,14 41 -0,36 -0,01 -0,58 0,07 2,93 -0,03 42 -0,54 -0,01 0,91 . 0,16 4,45 -0,07 43 -0,32 -0,02 0,66 -0,05 2,73 0,01 DR.-ING; WEISS INGM-iIEURGESELLSCHAFT IilbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Nr. LF P-X P-Y P-Z 46 0,60 0,14 -0,22 47 2,77 0,13 .1,91 48 5,22 0,96 5,55 49 1,60 -0,03 2,93 50 0,25 0,27 5,77 51 -1, 15 -0,40 5,59 52 -4,60 -0,35 12,87 53 -4,07 -111 ·' 10,06 54 -2,31 -0 60 I ' . 7,20 55 -1,92 -1,00 2,13 56 -0,71 -0,89 -1,37 57 -0,31 -1,2'3 -1,88 58 -0,07 -1,02 2,28 59 0,69. 0, 11 7,33 60 1,18. 0,83 8_,~3 61 1,39 1,48 8,51 62 1,06 1,52 5,17 AUfT~G 'i,nt. : 00018 ZEICHEN: L Ld-98 6063.U-o( SEITE: 4.48 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z 1,20 -4,05 -0,13 -0,22 -16,51 0,41 6,87 -29,65 -0,50 -1,35 -9,84 0,25 2,88 -1,57 -0,15 -3,71 5,62 0,07 -0,45 24,36 0,12 . -9,67 21,41 -0,30 -5,05 11,96 -0,23 -9,93 10,34 -0,61 -9,61 3,91 -0,78 .. --13,32 1,44 -1,71 -10,57 -0,52 -2,23 1,53 -5,23 -1,04 9,02 -8,01 0,20 15,62 -8,86 1,68 15,81 -6,33 2,45 63 0,47 0,89 1,34 . 9,,07 -2,53 1,81 64 0,08 0,27 -0,26 2,67 -0,29 0,76 67 0,01 -b,45 0,62 -4,95 -0,44 -0,55 68 -0,15 -1,24 -1,06 ~13,91 0,28 -0,85 69 -0,38 ~1,58 -3,86 -17,93 1,87 -0,62 70 -0 47 . I. -1,24 -5,24 -14,24 2,85 -0,13 71 -0,32 -0,54 ~3,80 -6,24 2,19 .0,20 74 0,16 0,14 · 2,15 · 1,78 -1, 18 -0,36 75 0,15 0,60 2,16 7,04 -0,80 -0, 19 76 -0,01 . 0,82 0,05 9,42 · 0,59 0,36 77 -0,14 0,68 -1,89 . 7,52 1,57 0,74 78 -0,17 0,39 -2,49 4,13 1,68 0,75 86 0,02 -0,36 -0,12 -4,_19 -0,35 0,00 87 -0,07 -0,44 -1,17. -5,20 0,29 0,10 88 -0,12 -0,37 -1,63 -4,42 0,70 0,14 155 0,17 0,45. 2,44 4,.88 -1, 17 0,59 156 0,16 0,38 2;50 4,13 -1, 14 0,40 158 -0,14 -0,42 -1,65 -4,42 0,85 -0,64 159 -0,21 -0,57 -3,0$ -6,13 1,45 -0,72 160 -0,09 -0,25 -1,26 -2;64 0,62 -0,31 1948 1 -7,79 5,59 38,03 20,19 14,31 0,04 57 -0,38 -0,38 2,09 -2,81 . 0,98 -0,28 58 ·-o,55 -0,57 3,02 -4,17 1,45 -·o,43 61 0,44 0,45 -2,42 3,29 -1, 15 0,31 62 0,66 0,64 -3,68 4,80 -1,68 0,46 63 0,44 0,45 -2,45 3,31 -1, 14 0,33 68 -0,22 -0,36 1,05 -2,33 0,78 -0,25 77 0,29 0,27 -1,60 2,03 -0,71 0,18 143 -0,59 0,21 0,$3 o,~o. 2,24 0,00 . 144 -0,62 0,23 0,56 0,70 2,32 0,00 146 -0,91 0,33 0,66 0,91 3,29 0,01 147 -1,47 0,53 1,16 1,50 5,37 -0,01 148 6,21 -3,52 6,10 -9,63 -13,33 0,33 l2i -1,Cj 1,.___;;--;.;;.._ ______ ....--_ ___,t""'),'-, _____ D_o_t>_-3_Lf_-o_l___, DR. -ING. WEISS ING.l!a-lIEURGESELLSCHAFT mbH AUFTRAG tiiir:: 00018 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FRElBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Nr. LF P-X p~y p~z 149 4,80 ..:1,68 8,40 150 0,11 -0,36 5,31 151 -1, 15 1,08 5,08 152 -2,00 0,90 3,84 153 -3,76 ~.97 7,22 154 0,03 0,59 -1,00 155 0,57 0,65, 0,05 156 -0,49 0,48 · 4,43 157 -1,05 -0,10 6,49 158 -0,74 -0,33 5,17 159 -0,25 . -0,54 1,74 160 -0,05 -0,42 -0,34 166 0,22 0,52 0, 11 2049 1 0,75 . 2,3q 39,0?. 48 0,24 0,04 0,03 53 0,22 -Q,27 0,25 54 0',30 -0,23 0,24 55 b,31 -0,54 . 0,41 56 0,38 -0;66 0,45 57 1,12 -1,45 0,82 58 1,92. -1 78 ·' . 0,87 59 1,68 ~o,57 -0,01 60 1,00 0,62 -0,71 61 -0,26 2,91 -1,33 62 -1,46 2,65 -1,84 63 ~1,_58 1,96 -1,71 64 -1,29 1;02 0,02 65 -2,03 0,95. 5,98 66 -2,41 2,06 . 11,42 67 -0,75 1,68 13;80 68 ,1,32 0,70 15,24 69 2,38 0,48 14;34 70 2,43 . 0,55 12,29 71 2,36 0,07 10,59 72 2,33 . -0,94 8,55 73 1,37 -1, 11 3,23 74 1,39 -0,76 1,06 75 1,25 1,20. -0,40 76 -0,62 3,33. ~2,91 77 -2,37 3,89 ..:4,53 78 ..:2,72 3,07 -4,15 79 -1,72 1,54 -2,52 80 -1,33 1, 17 -2,05 82 -0 05 . ' 0,30 -0 56 ,, 83 0,26 0,18 -0,06 84 0,78 · -0, 11 0,30 85 0,47 -0,97. 0,68 86 -0,27 -1,39 0,75 87 -0;77 -1, 19 0,57 88 -0,92 -0,68 0,27 SEITE: 4.49 ZEICHEN: L OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z -2,78 -12,76 -0,23 -1,88 -0,19 ,0,06 3,98 1,32 0,01 1,87 4,38 -0,05 10,53 6,53 0,25 3,43 -0,50 0,20 4,12 -2,71 0,54 1;02 -0,36 0,41 -3,00 1,45 -0, 14 -3,48 1,07 ~0,39 -3,21 0,77 -0,48 -2,26 0,80 -0, 17 3,28 -1,50 -0,04 12, 19 -5,72 -0,89 0,83 -2,38 0,44 -2,73 -1,77 -0,32 -2,16 -2,72 -0,26 -5,67 -2,34 -1,02 -7,01 -2,81 -1.,35 -14,88 -8,75 -2,89 -17,60 -15,89 -3,44 -4,29. -15,14 -0,93 8,16 -10,27 1,41 22,10 -0,28 3,98 28,05 10,53 4,92 20,39 12,89 · 3,21 9,65 9,83 1, 11 4,?0 10,53 -0,01 9,58 10,70 0,26 0,03 1,55 0,18 -14,94 -6,55 0,33 -16,61 -6,46 0,78 -7,97 · -3,00 0,97 -1,08 -4,25 0,68 -4,05 -8,91 0,18 -7,18 -8,52 -0,20 -4,71 -12,58 -1,91 14,80 -13,83 -4,99 33,58 6,29 -4,48 36,23 14,95 -1,63 26,94 19,35 0,64 12,53 12,61 1,03 9,22 9,65 0,81 2,55 -0,39 -0,47 2,20 -2,75 -0,92 -0,22 -7,06 -1, 11 -10,11 -3,06 1,75 -15,36 4,50 3,96 -13,61 8,98 4,10 -8,18 9,65 2,94 (~\ DR.-ING. WEISS ING.i:ru.IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Nr. LF P-X P-Y P-Z 89 -0,30 0,01. -0,05 91 0,11. -0,24 0,17 92 0,34 -0,48 0,39 93 0,59 -0,44 0,49 94 0,47 0,01 0,20 95 0,23 0,47 -0,15 96 -0,05 0,81 -0,46 97 -0,32 0,95 -0,65 98 -0,41 0,66 -0,54 99 ~0,18 0,21 -0,20 106 -0,.11 -0,17 0,02 107 -0,21 -0,20 0,01 108 -0,26 -0,18 -0 01 '' 154 -0,12 -0,23 -0,16 155 :..0,24 0,62 -0,35 156 -0,07 0,44 -0,17 157 0,30 -0,31 . 0,32. 158 0,38 -0,67 0-,48 159 0,28 -0,77 0,43 160 0,12 -0,33 0,19 2058 1 _ -3,34 1,64 14,90 57 0,04 -0,43 0,00 58 0,02 -0,64 · 0;01 61 -0, 11 0,52 0,04 62 -0,18 0,77 . 0,07 63 -0,07 0,52 0,02 69 -0,51 -0,14 0,25 70 -0,67 0,10 0,32 71 -0,49 0,20 0,23 155 1,04 -0,18 -0,61. 156 1,83 -0,71 -0,99 157 1,73 · -1,23 -0,72 15~ 1,46 -1,38 -0,76 159 0,78 -1, 17 -1,03 160 -0,90 -0,25 0,81 161 -1,39 0,25 2,28 162 -1 15 ' ' 0,48. 3,15 163 -1,18 -0,14 ?.44 164 2,21 -0,33 9,55 165 6,95 -4, 11· 20,68 1$6 9,78 -2 65. ,, 19,29 167 1,81 -0,80 0,02 171 ~4,62 2,04 0,16 172 0,97 -0,47 -0,04 174 -4,06 1,7? 0,16 175 -6,06 2,64 0,24 176 -6,10 2,69 0,24 177 -5,00 2,24 0,20 _ 178 -2,96 1,36 0,12 2240 1 4,39 -1,50 94,48 I AUFTRAG H1,. : 00018 ZEICHEN: L OI-/~o OO0?><.f-O ( SEITE: 4.50 OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z -0,18 2,80 0,38 -2,51 -0,71 0,38 ~4,73 -2,50 0,37 -3,87 -4,81 -0,57 0,93 -4,37 -1,52 5,57 -2,78 -2,05 8,84 -0,61 -2, 11 9;93 1,66 -1,66 6,60 2,87 -0,56 2,03 1,41 -0,01 -2,15 1,19 1,00 -2,57 2,18 1,28 -2,38 2,63 1,25 2,44 0,89 0,44 6,59 1,47 1,21 4,79 -0, 11 0,91 -3,08 -2,68 -0,51 -6,88 -2,87 -1,22 -8,18 -1,64 -1,50 s3,51 -0,67 -0,64 3,32 5,44 0,15 -2,25 -0,60 -0,39 -3,31 -0,67 -0,60 2,74 1, 10 0,44 -4,01 1,60 0,65 2,69 0,78 0,46 -0,82 2,12 -0,34 0,44 3,09 -0,18 0,96 2,35 -0,02 -0,66 -4,81 0,49 -3,38 -9,15 0,39 -6,43 -9,87 -0,27 -7,21 -8_,19 -0,71 -5,85 -2,82 -1,06 . -2,15 2,77 -0,59 -0,80 1,98 -0,20 -0,36 -0,65 0,02 -4,75 -4,96 -0,19 -0,95 -6,93 -0,06 -4,79 -3,41 0,31 5,79 1,34 -0,40 -1,66 -3,63 -0,01 4,43 9,64 0,02 -1,Q2 -2,04 0,01 3,77 8,52 0,04 5,78 12,72 0,04 5,90 12,81 0,03 4,91 10,51 0,02 2,98 6,23 0,00 3,89 -27,63 -3,48 nT-/0/ ' -fJ 00-3</-D I DR.-ING·. WEISS INGJ,u~IEURGESELLSCHAFT mbH AUFTRAG ·1~rt:: 00018 SEITE: 4.51 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 . Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 41 -0,04 -0,24 -0,17 -2,14 1,60 -0,37 42 -0,07 ~0,36 -0,26 -3,34 2,47 -0,56 43 -0,04 -0,24 -0,18 -2,19 1,65 -0,37 46 0,03 0,20 0,09 2,00 -1,42 0,27 47 -0,01 0,19 -0,20 2,65 -1,73 0,58 48 0,01 0,39 -0 20 • I 5,06 -3,27 0,65 49· 0,04 0,29 0,20 2,67 -2,00 0,57 52 0,38 0.,94. 1,39 7,26 -5,04 0,56 ·53 0,25 1,09 3,53 1,13 -4,21 0,72 54 0,70 2,50 7,46 9,10 -7,94 0,32 55 0,25 2,06. _ 8;68 · -1,55 -4,54 -0,29 56 0,00 2,34 H,02 -3,87 -3,12 -1, 13 57 -2,55 0,50 12,21 -36,57 6,29 -3,33 58 -4,80 -1,34 1 ;2,46 -59,50 12,78 -5,23 59 -4,01 -,1,27 12,39 -30,59 10,51 -4,21 60 -2,14 -0,69 12,12 2,27 5,54 -2,78 61 0,88 _ _Q,16 11,24 42,82 -1,48 -0,05 62 3,53 0,76 10,49 64,62 -6,88 3,12 63 3,71 0,21 10,67 44,86 -8,94 3,57 64 2,62 -0,45 10,28 14,38 -10,30 2,18 65 1,07 .:0,43 5,87 .. -3,18 -7,87 0,31 66 -0,07 -0,09 0,99 -4,30 -2,70 -0,64 67 -0,98 -1,04 0,12 :20,63 1,42 0,27 .. 68 -1·,47 -2,39 -0,06 -36,59 8,56 3,31 69 -1,05 -2,72 ~0.~9 -32,34 15,05 5,86 70 -0,24 -1,87 -1, 14 -14,17 15,71 5,81 . 71 0,29 -0,61--1,00 1,79 9,56 3,34 72 0,13 -0,08 -0,43 2,29 2,79 0,88 73 -0,29 -Q,15 0,13 -5,06 -1, 18 -0,48 74 ~0,65 -0,14 0,53 -10,22 -4,56 -2,01 75 -0,39 0,55 0,61 -1 35 .. -7 62 . . -3,97 76 0,57 1,32 0, 11 17,85 -5,41 -3,26 77 1,26 1,49 -0,40 28,66 -0,99 -1,08 78 1,30 1, 16 -0,58 26,69 1,96 0,57 · 79 0,74 0,54 -0,38 14,25 2,03 0,84 80 0,54 _0,39 -0,28 10,43 1,57 0,66 84 -0,25 0 03 ·' 0,29 -3,90 -3,19 -1,27 85 -0,14 -0,20 0,13 -4,75' -1, 14 0,26 86 0,07 -0,39 -0,18 -2,70 2,77 2,10 87 0,19 -0,42 -0,37. -0,22 5,15 2,81 88 0,22 -0,31 -0,40. 1,65 5,43 2,50 92 -0,15 -0,14 0,09 -3,55 :0,65 -0,01 93 -0,30 -0,18 0,17 -5,56 -1, 13 -0,43 94 -0,27 -0,07 0,16 -3,71 -1,07 -0,75 96 -0,02 0,20 0,02 2,30 -0,33 -0,82 97 0,12 0,?,7 -0,06 4,73 0,18 -0,56 98 0,19 0,22 -0,10 4,78 0,53 -0,10 146 · -0,48 0,39 -0,05 2,16 2,32 0,61 147 -0,82 0,65 -0,08 3,62 3,92 1,02 148 -0,67 0,55 -0,30 2,29 2,98 0,85 ( I -~ 0 OOD3l/-O / 'DR.-ING. WEISS ING ... dEURGESELLSCHAFT mbH AUFTRAG h1{'.: 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.52 LANGENHARDSTRASSE 10 79104 FREIBU;R.G ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knoten Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z 151 1, 13. -0,84. 0,15 -4,3'4 -5,29 -1,47 152 0,97 -0,86 0,31 -4,25 -4,41 -1, 10 153 3,32 -2,72 6,64 0, 11 -13,25 -2,84 154 072· 'I -2,70 11,00 7,70 -2,89 0,79 195 1,64 6,53 12,70 54,62 -13,24 2,78 156 1,12 7,54 13,27 45,98 -17,19 2,64 157 -2,17 -0;26 · 1.3,39 -19,68 -3,70 0,86 158 -4,02 -5,12 13,64 -_53,42 10,33 0,07 159 .:4,31 -7,59 13,33 -66,14 22,71 -0,26 160 2,19 -1,60 10,49 -44, 11 -0,34 1,25 161 2,44 -0,73 2,06 -6 82 '. -8,34 1,82 162 1,61 -0,38 0,04 -2,35 -6,97 1,25 163 1,87 -0,79 -0,76 -3;70 -9,24 1,76 164 9;83 -0·23 'I -0,33 -1 03 '. -4,06 0,69 165 -2,28 0,76 0,83 3,53 11,08 -1,96 166 -4,36· 1,50 1,45 7;07 21,06 -3,87 171 -0,79 0;28 Q,30 1,32 3,89 -0,69 174 -0,6~ . 0,24 0,25 1,.22 3,56 -0,55 175 -1,03 0,3'5 0,37 1,86 5,36 -0,81 176 -1,03 Q,36 0,37 1,91 5,46 -0,79 177 -0,84 0,29 0,30 1,60 4,53 -0,62 178 -0,50 0,17 0,17 0,96 2,73 -0,35 { -I -,l 6003<-{ Df DR.-ING. WEISS ING,,..~IEURGESELLSCHAFT rnbH AUFTRAG .NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.53 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 4.4 TABELLE DER AUFLAGERKRAFTE AUS WIND Das Tragwerk wird duch die Fah~zeuge horizontal beansprucht. Das Tragwerk ist dauerfest flir diese relativ groBen dynamischen Lasten ausgelegt. Die statische Belastung aus Wind wird nicht massgeberid. Der Betrieb ist ab Windstarke 8 (v= 20 mis) einzustellen. Hinweis: Die Auflagerkrafte aus Wind sind in einer Vorbemessung (preliminary computation) ermittelt. Die exakten Auflagerkrafte sind kleiner. ERGEBNISSE THEORIE I. ORDNUNG ---------------"------------------------------------------------------ LASTFALL LF 1 2 3 -------------------·-----------------'-------·------------------------ LASTFALL-VERZEICHNIS ------------------=-=------------========·-----======================= Lastfall- LF Bezeichnung ------------·-----------·-----------.--------------------------------- 1 Eigengewicht 2 Wind in x-Richtung 3 Wind in Y-Richtung AUFLAGERKRAEFTE UNO -MOMENTE -------------------------.----------------------------------=-==------ Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. :i:.,F P-X P-Y P-Z M-X M-Y M-Z -----.----------------/----.-· ---,-"--, ---. ·-------------------------- 14 1 -2.328 -0.363 45.394 -0.830 16.007 -0.885 2 6.553 -0.680 0.4b7 -8.862 -31. 536 -0. 4 99 3 -0.498 7.053 0.295 37.147 5.956 5.923 29 1 -1. 727 -1.089 34.732 0.000 0.000 -0.045 2 7. 911 -1. 274 -39.642 0.000 0.000 0.078 3 -4.471 7.432 35.439 0.000 0.000 0.093 47 1 -1. 209 -1. 412 17.578 0.000 0.000 -0.006 2 1.098 0.871 24.261 0.000 0.000 -0.021 3 3.876 4.593 -54.879 0.000 0.000 -0.023 81 1 1. 404 1. 41'5 28.910 0.000 0.000 0.019 2 6 .194 -2.649 -23.948 0.000 0.000 0.080 3 -1. 318 9.636 48.512 0.000 0.000 0.069 93 1 0.354 0.299 19.879 0.000 0.000 -0.008 2 3.622 3.703 37.105 0.000 0.000 -0.015 3 0.641 0.947 -32.509 0.000 0.000 -0.030 126 1 2.765 ~0.095 62.381 1.509 -16.403 0.549 2 8.090 -0.384 -3.286 -7.442 -40.748 0.111 3 -0.055 10.627 -0.736 88.338 3.829 7.887 133 1 -0.095 0.149 21. 234 0.000 0.000 0.001 2 3.896 -2.821 -18. 133 0.000 0.000 0.078 3 -3.182 3.710 18.737 0.000 0.000 0.082 144 1 0.062 -0.012 16.210 0.000 0.000 0.002 2 0.426 O. 09·3 17.889 0.000 0.000 -0.015 3 0.098 0.448 \ -18.815 0.000 0.000 -0.023 179 1 -0.041 0.042 18.219 0.000 0.000 -0.052 2 2.617 -1. 667 -8 .. 083 0.000 0.000 0.115 3 -1. 663 2.340 5.871 0.000 0.000 0.068 196 1 -0.012 ~0.009 15.564 0.000 0.000 -0.028 2 0.418 0.126 7.032 0.000 0.000 0.013 3 0.133 0.436 -7.060 0.000 0.000 -0.020 233 1 0.075 0.181 14.494 0.108 -0.225 -0.001 2 0.414 0.176 1. 420 0.115 -0.652 -0.007 3 -0.001 0.731 2 .114 0.840 -0 .176 -0.018 239 1 -2.863 -4.266 17.534 0.000 0.000 0.174 ( -~ 0003'-l-o I DR. -ING. WEISS ING.1,a.-rIEURGESELLSCHAFT mbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.54 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagerrnornente (kNrn) Nr. LF P-X P-Y P-Z M-X M-Y M-Z ------------------------------------.--. ------------------------------ 2 1.080 -0.436 '-1. 661 0.000 0.000 0.023 3 -0.055 0.0~7 0.072 0~000 0.000 0.011 245 1 1.375 1.409 -6.661 0.000 0.000 0.029 2 0.986 0. 6.54 -3.471 0.000 0.000 0.002 3 0.167 0.156 -0.601 0.000 0.000 0.004 268 1 2. 712 4.737 30.847 0.000 0.000 0.364 2 -0.140 -0.452 1. 882 0.000 0.000 0.021 3 -0.099 -0.207 0.039 0.000 0.000 0.010 271 1 1.442 1.442 .7. 009 0.000 0.000 -0.044 ·2 0.965 Q.664 3.-444 ·0.000 0.000 0.012 3 0.166 0.168 .o. 620 0.000 0.000 0.003 289 1 -0.548 1. 485 36.077 0.000 0.000 -0.075 2 0.434 -0.155 -'-0.599 0.000 0.000 0.015 3 -0. 096 0.083 0.137 0.000 0.000 0.008 307 1 3.119 0.459 33.851 1. 781 -8.695 -0.074 2 -0.164 -1.072 -4.514 -5.325 -2.867 0.348 3 -1. 442 i0.247 -0.730 59.183 6.999 -1. 835 310 1 0.138 0.155 ·4 .151 · 0.120 -0.192 0.010 2 0.815 0.687 1. 541 0.600 -0.943 0.021 3 0.625 1. 457 2 .103 1. 480 -0.694 -0.030 316 1 -5.443 -16.090 39.427 0.000 0.000 -0.155 2 -0.122 -0.383 0.380 0.000 0.000 0.015 3 -0.084 -0.169 -0.258 0.000 0.000 0.008 328 1 -0.537 0.6.04 9. 896 0.000 0.000 -0.007 2 0.098 0.177 0.338 0.000 0.000 0.009 3 -0.032 0.457 0.656 0.000 0.000 0.007 339 1 -0.339 -0 .113 0.488 0.000 0.000 0.000 2 0.118 0.012 ""o. 347 0.000 0.000 0.007 3 0.026 0.044 -0.66'6 0.000 0.000 0.005 343 1 -2.122 -2. 81.9 40. 717 0.000 o.o.oo -0.080 2 0.385 -0,165 -0.544 0.000 0.000 -0.003 3 -0.153 0.088 0.214 0.000 0.000 -0.001 355 1 -0.081 -0 .130 .3. 629 -0.035 0.041 0.004 2 0.561 0.449 0.077 0.617 -0.523 -0.036 3 0.432 0.933 0.119 1.170 -0.442 -0.099 366 1 -0.095 -3.251 41.123 0.000 0.000 0.011 2 0.025 -0.027 0.523 0.00.0 0.000 -0.001 3 -0.004 0.028 -0.228 0.000 0.000 0.000 389 1 1. 808 6.676 33.705 0.000 0.000 0.127 2 0.091 -0.062 -0.042 0.000 0.000 -0.007 3 -0.357 0,160 0.567 0.0()0 0.000 -0.009 409 1 -1. 235 -1.411 19.695 0.000 0.000 0.080 2 0. 4.36 -0.155 -0.606 0.000 0.000 0.007 3 0.088 0.012 -0.160 0.000 0.000 0.003 412 1 3.075 5 .. 287 3·4. 223 0.000 0.000 -0.043 2 0.019 -0.039 0.141 0.000 0.000 -0.004 3 -0.012 0.009 -0.479 0.000 0.000 -0.006 421 1 0.527 0.628 -2.265 0.000 0.000 -0.021 2 1. 919 2.912 -8.918 0.000 0.000 -0.038 3 2.556 4.092 -12;345 0.000 0.000 -0.044 435 1 3.814 8.244 18.257 0.000 0.000 0.143 2 -0.358 -1.003 1.301 0.000 0.000 0.013 3 -0.347 -0.851 ().748 0.000 0.000 0.009 438 1 1.149 1. 619 5.276 0.000 0.000 0.017 2 1.996 2;922 9.040 0.000 0.000 -0.008 3 2.670 4.108 12.525 0.000 0.000 -0.023 442 1 0.112 2.072 15.052 0.000 0.000 -0.134 2 1.743 -0.604 -2.736 0.000 0.000 -0.008 3 0.675 -0.150 -1.149 0.000 0.000 -0.015 453 1 0.092 0.022 9.572. 0.000 0.000 -0.009 2 0.018 0.037 o. 013 0.000 0.000 -0.028 3 -0.068 0,485 0.738 0.000 0.000 -0.005 DR.-ING. WEISS ING~clIEURGESELLSCHAFT ml:/H AUFTRAG tu( : 00018 SEI.TE: BERATENDE BAUINGENIEURE VBI 4.55 ootJ3</-ot LANGENHARDSTRASSE 10 79104 EREIBURG ZEICHEN: L OZ: 4 TEL: 0761/3i462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF p~x p~y P-Z M-X M-Y M-Z ---------------------~ ----------· -------------------------------- 455 1 -0.030 0.295 1.650 · 0.000 0.000 0.000 2 0.091 0.232 1.067 0.000 0.000 0.009 3 -0.058 0.585 3.804 0.000 0.000 0.007 470 1 -0. 396 -0.125 1. 467 0.000 0.000 -0.008 2 1. 584 0.192 -1. 275 0.000 0.000 -0.030 3 0.590 0.li8 -1; 201 0.000 0.000 -0.007 472 1 0.043 -0.306 1. 636 0.000 0.000 -0.001 2 0.156 -0.287 1.621 0.000 0.000 -0.006 3 ~0.040 0.489 -3.304 0.000 0.000 0.005 478 1 -1. 693 -5.310 14.55f;l 0.000 o.·ooo -0.215 2 -0.259 -0.779 1. 850 0.000 0.000 0.002 3 -0.235 -0.573 0.366 0.000 0.000 -0.003 500 1 -0.049 0.390 1.295 0.000 0.000 -0.002 2 0.049 0.227 0.614 0.000 0.000 0.010 3 -0.010 0.388 1.937 0.000 0.000 -0.021 508 1 0.043 --0,392 1·. 253 0.000 0.000 -0.001 2 0.120 -0.264 0.920 0.000 0.000 -0.002 3 ~o.o5b 0.2~0 -1. 653 0.000 0.000 -0.023 547 1 0. 930 · -1. 911 25.666 -10.612 -9.484 0.615 2 7.103 -1. 730 -2,140 ~9.914 -36.194 2.449 3 -,-0.310 7 .396 -0.049 34.741 3.540 1.059 592 1 -0.017 0.045 9.750 0.000 0.000 0.005 2 0.033 -0.017 0.012 0.000 0.000 -0.031 3 -0.068 0.466 0.790 0.000 0.000 -0.004 605 1 0.363 -0.025 2.398 0.000 0.000 0.005 2 1. 582 0.187 1.123 0.000 0.000 -0.031 3 0.549 0 .118 -0.363 0.000 0.000 -0.006 623 1 0.00"2 -0.004 1. 445 0.000 0.000 -0.004 2 0.134 0.038 1.443 0.000 0.000 0.009 j 0.050 -0.206 0.266 0.000 0.000 -0.043 669 1 ~3.943 -2.395 50.786 -12.069 5. 962 -1. 525 2 9.349 0.125 0.640 1.682 -57.035 1.332 3 1.244 7. 871 -1. 677 43.386 -12.494 4. 947 674 1 -'-0. 948 -0.093 1.145 0.000 0.000 0.003 2 5.608 0.669 -6.704 o·. ooo 0.000 -0.003 3 1. 128 0.222 -1. 359 0.000 0.000 0.006 706 1 -0.487 0.345 20.983 -0.288 -0.120 0.677 2 3.501 0.543 0.014 2.521 -8. 962 0.500 3 0.350 6. 711 1. 695 24.807 -0.642 0.036 707 1 0.444 b.034 0.518 0.000 0.000 0.002 2 7.422 b:945 8. 724 0.000 0.000 -0.004 3 1.490 0.140 L743 0.000 0.000 0.008 734 1 -0.004 ~0.051 9.819 0·. 000 0.000 -0.007 2 0.126 0.086 0.053 0.000 0.000 -0.005 3 -0.021 0.445 0.673 0.000 0.000 0.014 747 1 0.015 -0.064 3 .167 0.000 0.000 0.005 2 0.115 0.010 -.o .197 0.000 0.000 -0.004 3 0.038 0.058 -0. 872 0.000 0.000 0.010 766 1 -0.034 0.005 1.309 0.000 0.000 -0.010 2 0.784 0.089 ~0.065 0.000 0.000 0. 011 3 0.145 0.110 -0.031 0.000 0.000 -0.003 846 1 -0.843 ~0.052 1.025 0.000 0.000 0.008 2 7.500 0.884 -9.004 0.000 0.000 -0.005 3 1. 534 0.126 -1.832 0.000 0.000 . ~o. 012 921 1 0.637 0.067 o. 777 0.000 0.000 -0.001 .2 5.467 0.689 6.699 0.000 0.000 -0.001 3 1.095 0.188 1. 348 0.000 0.000 0.000 . 979 1 -0.055 0.198 12.314 0. 000 . 0.000 0.017 2 0.072 0.2"20 0.509 0.000 0.000 -0.004 3 -0.236 1. 915 5.267 0.000 0.000 0.015 998 1 0.013 -0.033 1.430 0.000 0.000 0.012 2 0.092 0.008 -0.693 0.000 0.000 -0.002 -,' ;zzl-/0& OCJ{)-:3lf-o I DR. -ING. WEISS ING .... iIEURGESELLSCijAFT mbH AUFTRAG ·1.,.a. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.56 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 . Knot-Aufiagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z -----------------------------------.~--------------------------------- 3 0.005 0.089 -4.457 0.000 0.000 0.012 1005 1 -6.990 2.134 42.110 10.312 7.848 2.129 2 7.943 -0.249 -0.317 -0.431 -22.394 1. 413 3 0.012 7 .568 0.172 23. 05·0 -1.022 -0.436 1045 1 -0.013 0.052 1. 65·0 0.000 0.000 -0.007 2 0.175 0.007 -1.446 0.000 0.000 0.005 3 0.069 -0.299 -0.304 0.000 0.000 0.028 1073 1 -3.088 -3.705 59. 724 -17.669 12.501 0.808 2 11. 603 0.290 -0.693 0.025 -84.559 1.189 3 0.305 10.635 -'-1. 424 69.202 -1.068 1. 751 1092 1 4.260 2.988 6'5. 238 25.494 0.058 0.666 2 10.124 3.639 -0.453 9.019 -76.183 0.081 3 -1.889 13. 377 0.051 77.067 13.181 2.870 1174 l -0.063 0.446 1. 388 0.000 0.000 -0.006 2 0.177 -0.434 -1.417 0.000 0.000 0.014 3 . -0.061' 0.52.2 2-.383 0.000 0.000 0.018 1188 1 0.034 -0.417 1. 531 0.000 0.000 -0.003 2 0.087 0.353 -1.136 0.000 0.000 -0.009 3 -0.046 .0.695 -2.929 0.000 0.000 0.014 1230 1 -2.038 -0.688 9.969 0.000 0.000 -0.071 2 1.864 0.218 -8.548 0.000 0.000 -0.010 3 0.868 0.198 -4.007 0.000 0.000 0.005 1303 1 1.667 -0.256 .7. 952 0.000 0.000 0.035 2 1,751 0,196 8.005 0.000 0.000 -0.008 3 0.514 0.156 2.311 0.000 0.000 -0.005 1341 1 4.328 -1:473 15.483 0.740 0. 494 -0.184 2 6.877 -1. 352 1.233 -2.297 -12.231 -0.207 3 -0.429 4.026 0. 90,1 6.921 1. 589 -0.577 1465 1 -1.977 -0.403 20.668 -1. 690 2.977 -0.199 2 2.326 -0.035 .,..4 .. 205 .o. 455 -8.834 0.081 3 -0.529' 6.636 "-0. 768 26.312 1.648 1. 581 1488 1 3.163 2.862 57.767 16.774 -6.285 1.328 2 10.574 O.J,79 0.516 -0.149 -75.597 -1.077 3 -0.344 11.041 2.048 73.537 5.194 1. 257 1564 1· -1. 913 -0 .115 87.366 5.725 7.483 0.047 2 8.512 -0.069 0;507 1.862 -77.344 -2.613 3 -0.860 17.912 -1. 298 121. 672 -1.487 1.070 1682 1 11. 560 -3.694 30.514 -3.610 -14.104 -1. 282 2 5.349 -0.597 0.146 -1.163 -14.077 -0.136 3 -0.578 5.205 0.221 15.058 1. 399 -0.288 1704 1 -2.141 0.754 8.909 1.846 2.965 0.113 2 12.624 ·-4.749 -5.308 -4. 675. -13.350 ·0.223 3 -5.041 5.959 3.883 7.992 4.547 o. 725 1837 1 -0.002 0.136 -0.238 0.000 0.000 0.012 2 0.134 -0.004 -0.145 0.000 0.000 -0.014 3 0.095 0.364 -1.209 0.000 0.000 0.015 1856 1 -0.078 -0.013 -0.109 0.000 0.000 -0.003 2 0.181 0.100 0.464 0.000 0.000 0.012 3 0,033 0.273 b.905 0.000 0.000 0.001 1879 1 3.981 -1.890 51. 474 -8.575 -22.079 -0.573 2 8.351 0.070 -0.922 2. 718 -49.475 -0.941 3 ·-1.053 10.637 5,206 73.783 5.572 0.968 1896 1 -0.098 -0.146 0.501 0.000 0.000 0.008 2 0.401 0.260 -6.884 0.000 0.000 -0.045 3 0.000 0.248 -0.674 0.000 0.000 0.020 1911 1 0.000 0.166 b.433 0.000 0.000 -0.010 2 0.213 -0.221 ~o.333 0.000 0.000 0.046 3 0.031 0 .. 502 1.251 0.000 0.000 -0.025 1918 1 -3.936 -1.,317 47.412 -13. 604 19.431 0.139 2 6.010 0.459 11.170 5.138 -23.662 -0.323 3 0.033 11.526 1. 732 89.254 3.746 -1.428 1948 1 -,7.788 5.590 38.027 20.190 14.313 0.041 L// --JCJ/ -~ ()Q{)?,lf-01 DR.-ING. WEISS ING.t.,u~IEURGESELLSCHAFT mbH AUFTRAG i·m. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG :zEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot- Nr. LF Auflagerkraefte (kN) Auflagermomente (kNm) P-X P-Y P-Z M-X M-Y M-Z 2 2.636 0. 711 6.025 2.820 -6. 964 -0.251 3 1. 865 7.064 -:,L 891 30.332 -10.208 0.078 2049 1 0.746 2. 25'8 39.080 12.187 -5.717 -0.890 2 7. 83,8 -0.569 1.209 -2.622 -43.186 -2.228 3 -1 . .449 10.608 -3·. 931. 75.461 5.868 -0.387 2058 1 -3.338 1. 644 14.898 3:324 5.441 0.153 2 5.369 -1. 224 -0.372 -3. 968 -15.363 -0.022 3 -0.846 5.228 -Ci.253 · 1.6.598 2.154 0.909 2240 1 4.390 -1. 499 94.482 3.893 -27.634 -3.479 2 6.835 1. 499 1. 433 -10.308 -44.584 -4.411 3 3.891 15.225 -0.359 126.250 -18.314 -4.584 ERGEBNISSE LF-UEBER~AGERUNG -----------------------·----------------"----------------------------- LF-KOMBINATION LFK 301 LF-KOMBINATION-VERZEICHNIS LF-Kombinatio~-: Kombinations-/= LFK Bezeic!i,nung Kri terium J/ -----------------------------------------------------· ---------------- 301 Windlasten KOMBlNATIONSKRITERIEN 1/S + 2 'ODER 3 i o" ~ LFK LF LF-Bezeichnung Ueber- lagerung Wichtungs-:- Faktor -----------------------------,---·, ,---------------------------------- 301 1: Eigengewicht plus 2: Wind in X-Richtung oder 3: Wind in Y-Richtung MAX/MIN/ZUG AUFLAGERKRAEFTE UNO -MOMENTE Staendig Eventuell Eventuell 1. 000, 1.000 1. 000 ----------------------=--=----------------============================ Knot- Nr. LFK Auflagerkraefte (kN) P-X P-Y P~-z Auflagermomente (kNm) M-X M-Y M-Z ------------------------------------~-·------------------------------- 14 301 Max P-X 4.22* -1.04 4-S.:8_0 -9.69 -15.53 -1.38 Min P-X -2.83* 6.69 45.69 36.32 21. 96 5.04 Max P-X LF 1 2 Min P-X LF 1 3 Ma,x P-Y -2.83 6.69* 4-S. 69 36.32 21. 96 5.04 Min P-Y 4.22 ..,.l_ 04* 45. 80 -9.69 -15.53 -1.38 Ma_x P-Y LF 1 3 Min P-Y LF, 1 2 Max P-Z , 4·. 22 -1. 04. 45.8'0* -9.69 -15.53 -1.38 Min P-Z -2.33 -0.36 45.39* --0. 83 16.01 -0.88 Max P-Z tF 1 2 Min P-Z LF 1 Max M-X -2.83 6.69 45.69 36.32* 21. 96 5.04 Min M-X 4.22 -LQ4 45.80 -9.69* ~15.53 -1. 38 Max M-X LF 1 3 Min M-X Lf 1 2 Max M-Y -2.83 6.69 45.69 36.32 21. 96* 5.04 Min M-Y 4.22 -1.04 _45. 80 -9,69 -15.53* -1. 38 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z -2.83 6.69 45. 69 36.32 21. 96 5.04* Min M-Z 4.22 -1.04 45.80 -9.69 -15.53 -1.38* Max M-Z -LF 1 3 4.57 lll--/o8 / \ ( <-,, I' 6O0-3t/-D { DR.-ING. WEISS INGr:.1dEURGESELLSCHAFT mbH AUFTRAG N.I:(. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.58 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251' Knot-Auflagerkraefte (kN) Auflag_ermomente (kNm) Nr. LFK -P-X P-Y P-:Z M-X M-Y M-Z ---------------------------------------------------------------------- Min ·M-Z LF 1 2 29 301 Max P-X 6 .18'* -2,36 -4.91 0.00 0.00 0.03 Min P-X -6. 20,* 6.34 70.J,7 0,00 0.00 0.05 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -6.20 6.34* 70.17 0.00 0.00 0.05 Min P-Y 6.18 -2.36* -4.91 0.00 0.00 0.03 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -6.20 6.34 70.17* 0.00 0.00 0.05 Min P-Z 6.18 -2.36 -4.91* 0.00 0.00 0.03 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z -6.20 6.34 70.17 0.00 0.00 0.05* Min M-Z -1. 73 -1.09 34.73 0.00 0.00 -0.05* Max M-Z LF 1 3 Min M-Z LF 1 47 301 Max P-X 2.67* 3.18 -37.30 0.00 0.00 -0.03 Min P-X -1.21* -1. 41 17.58 0.00 0.00 -0.01 Max P-X LF i 3 Min P-X LF 1 Max P-Y 2.67 3.18* -37.30 0.00 0 .-00 -0.03 Min P-Y -1.21 -1.41* 17.58 0.00 0.00 -0.01 Max P-Y LF 1 3 Min P-Y LF 1 Max l?-z -0.11 -0.54 41.84* 0.00 0.00 -0.03 Min P-Z 2.67 3.18 -37.30* 0.00 0.00 -0.03 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z -1.21 '-1.41 17.58 0.00 0.00 -0.01* Min M-Z 2.67 3 .18 --37.30 0.00 0.00 -0.03* Max M-Z LF-1 Min M-Z LF 1 3 81 301 Max :f?-x 7.60* -1.23 4. 96 0.00 0.00 0.10 Min P-X 0.09* 11. 05 77.42 0.00 0.00 0.09 Max p,...x LF 1 2 Min P-.X LF 1 3 Max P-Y 0.09 11. 05* 77.42 0.00 0.00 0.09 Min P-Y 7.60 -1. 23* 4. 96 0.00 0.00 0.10 Max P-Y LF 1 3 Min P-Y LF 1 2 Max :P-Z 0.09 11. 05 77.42* 0.00 0.00 0.09 Min P-Z -7. 60 -1.23 4. 96* 0.00 0.00 0.10 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z 7-. 6.0 -1. 23 4, 96 0.00 0.00 0.10* Min M-Z 1.40 1.41 28.91 0.00 0.00 0.02* Max M-Z LF 1 2 Min M-Z LF 1 93 301 Ma-x P-X 3.98* 4.00 56.98 0.00 0.00 -0.02 Min P-X 0.35* 0.30 19.88 0.00 0.00 -0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 3.98 4.00* 56.98 0.00 0.00 -0.02 Min P-Y 0.35 0.30* 19.88 0.00 0.00 -0.01 Max P-Y LF 1 2 Min P-Y LF 1 Max P-Z 3.98 4.00 56.98* 0.00 0.00 -0.02 Min P-Z 1.00 1.25 -12.63* 0.00 0.00 -0.04 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z 0.35 0.30 19.88 0.00 0.00 -0.01* dll-/0'/ ~ ( . DD0-3<.{-D ( DR. -ING. WEISS ING1,aUEURGESELLSCHAFT mbH · AUFTRAG ~1( '. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI ' 4.59 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min M-Z 1.00 1.25 -12.63 0.00 0.00 -0.04* Max M-Z LF 1 Min M-Z LF 1 3 126 301 Max P-X 10.86* -0.48 59.10 -5.93 -57.15 0.66 Min P-X 2. 7.1 * 10.53 61.65 89.85 -12.57 8.44 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 2.71 10.53* 61. 65 89.85 -12.57 8.44 Min P-Y 10.86 -0.48* 59.10 -5.93 -57.15 0.66 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-.Z 2.77 -0.09 62.38* 1. 51 -16.40 0.55 Min P-Z 10.86 -0.48 59.10* -5.93 -57.15 0.66 Max P-Z LF 1 Min P-Z LF 1 2 Max M-X 2_. 71 1.0.53 61. 65 89.85* -12.57 8.44 Min M-X 10.86 -0.48 59. l_O -5.93* -57.15 0.66 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y 2.71 10.53 61. 65 89.85 -12.57* 8.44 Min M-Y 10.86 -d. 48 59. 10· -5.93 -57.15* 0.66 Max M-Y LF 1 3 Min M-Y LF .1 2 Max M-Z 2. 71 10.53 61. 65 89.85 -12.57 8.44* Min M-Z 2. 77. -0.09 62.38 1. 51 -16. 40 0.55* Max M-Z LF 1 3 Min M-Z LF 1 133 301 Max P-X 3.80* -2.67 3.10 0.00 0.00 0.08 Min P-X -3.28*' 3.86 39.97 0.00 0.00 0.08 Max P'-X LF 1 2 Min P-X LF 1 3 Max P-Y -3.28 3.86* 39.97 0.00 0.00 0.08 Min P-Y 3.80 -2.67* 3,.10 0.00 0.00 0.08 Max P-Y LF 1 3 Min P-Y LF 1· 2 Max P-Z -3.28 3. 8(i 39.97* 0.00 0.00 0.08 Min P-Z 3.80 -2.67 3.10* -0. 00 0.00 0.08 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z -3.28 3.86 39.97 0.00 0.00 0.08* Min M-Z '-0.09 0.15 21.23 0.00 0.00 0.00* Max M-Z LF 1 3 Min M-Z LF 1 144 301 Max P-X ·O. 49* 0.08 34.10 0.00 0.00 -0.01 Min P-X 0.06* -0,01 16.21 0.00 0.00 0.00 Max P-X LF 1 2 Min-P-X LF 1 Max P-Y 0.16 0.44* -2.61 0.00 0.00 -0.02 Min P-Y 0.06 -o·. Oi * 16.21 0.00 0.00 0.00 Max-P-Y LF 1 3 Min P-Y LF 1 Max, P-Z 0.49 0.08 34.10* 0.00 0.00 -0.01 Min P-Z 0.16 0.44 -2.61* 0.00 0.00 -0.02 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z 0.06 -0.01 16,21 0.00 0.00 0.00* Min M-Z 0.16 0.44 -2.61 0.00 0.00 -0.02* Max M-Z LF 1 Min M-Z LF 1 3 179 301 Max P-X 2.58* -1.63 10.14 0.00 0.00 0.06 Min P-X -1.70* 2.38 24.09 0.00 0.00 0.02 Max P-X LF 1 2 w-110 ; ~-- {~ ODO?J<.f-o f I \ -~ .. DR. -ING. WEISS ING .... ~IEURGESELLSCHAFT. mbH AUFTRAG kR~ : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.60 LANGENHARDSTRASSE 10 79104 mu:IBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---- Min P-X LF 1 3 Max P-Y -1. 70 2.38* 24.09 0.00 0.00 0.02 Min P-Y 2.58 -1.63* 10. 14 0.00 0.00 0.06 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z, -1,TO 2.38 ~4.09* 0.00 0.00 0.02 Min P-Z 2.58 -1.63 10.14* 0.00 0.00 0.06 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z 2.58 -1. 63 10.14 0.00 0.00 0.06* Min M-Z -0.04 0. 04 18.22 0.00 0.00 -0.05* MgX M-Z LF 1 2 Min M-Z LF 1 196 301 Max P-X 0.41* 0.12 22.60 0.00 0.00 -0.02 Min P-X -0.01* -0.01 15.56 0.00 0.00 -0.03 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.12 0. 43* 8.50 0.00 0.00 -0.05 Min P-Y -0.01 -0.01* 15.56 0.00 0.00 -0.03 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0 .. 41 0.1.2 22.60* 0.00 0.00 -0.02 Min P-Z 0.12 0.43 8.50* 0.00 0.00 -0.05 Max P-Z LF 1 2 Min P-Z LF 1 3 Max w-z 0.41 0.12 22.60 0.00 0.00 -0.02* Min M-Z 0.12 0. 43 8.50 0.00 o.oo -0.05* Max M-Z LF 1 2 Min M-Z LF 1 3 233 301 Max P-X 0.49* 0.36 15.91 0.22 -0.88 -0.01 Min P-X 0.07* 0.91 16.61 0.95 -0.40 -0.02 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 0.07 0.91* 16.61 0.95 -0.40 -0.02 Min P-Y 0.08 0.18* 14.49 0.11 -0.22 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.07 0.91 16.61* 0.95 -0.40 -0.02 Min P-Z 0.08 0.18 14.49* 0.11 -0.22 0.00 Max p~z LF 1 3 Min P-Z LF 1 Max M-X 0.07 0.91 16. 61 0.95* -0.40 -0.02 Min M-X 0.08 0.18 14 .49 0.11* -0.22 0.00 Max M-X LF 1 3 Min M~X LF 1 Max M-Y 0.08 0.18 14.49 0.11 -0.22* 0.00 M·in M-Y 0.49 0.36 15.91 0.22 -0.88* -0.01 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z 0.08 0.18 14.49 0.11 -0.22 0.00* Min M-Z 0.07 0.91 16. 61 0.95 -0. 40 -0.02* Max M-Z LF 1 Min M-Z LF 1 3 239 301 Max P-X -1. 7·8* -4.70 15.87 0.00 0.00 0.20 Min P-X -2,92* -4.21 17. 61 0.00 0.00 0.19 Max P-X LF i 2 Min P-X LF 1 3 Max P-Y -2. 92 -4.21* 17.61 0.00 0.00 0.19 Min P-Y -1. 78 -4.70* 15.87 0.00 0.00 0.20 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -2.92 -4.21 17.61* 0.00 0.00 0.19 ---,...":\ ooCBtf-o I ( \ -{ . : DR. -ING. WEISS ING~HIEURGESELLSCHAFT mbH AUFTRAG M,~ : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.61 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 076i/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Z -1. 78 -4.70 15.87* 0.00 0.00 0.20 Max P-Z · LF 1 3 Min P-Z LF 1 2 Max M-Z -1. 78 -4.70 15.87 0.00 0.00 0.20* Min M-Z -2.86 -4.27 17.53 0,00 0.00 0.17* Max M-Z LF 1 2 Min M-Z LF 1 245 301 Max P-X 2.36* 2.06 -10.13 0.00 0.00 0.03 Min P-X 1. 38* 1. 41 -6.66 0.00 0.00 0.03 Max P-X LF 1 2 Min P-~ LF 1 Max P-Y 2.36 2.06* -i0.13 0.00 0.00 0.03 Min P-Y 1. 38 1.41*" -6.66 0.00 0. 00 -0.03 Max P-Y LF 1 2 Min P-Y LF .1 Max P-Z 1.38 1.41 -6.66* 0.00 0.00 0.03 Min P-Z 2.39 2.06 -10.13* 0.00 0.00 0.03 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z 1.54 1.57 -7.26 0.00 0.00 0.03* Min M-Z 1. 38 1. 41 -6.66 0.00 0.00 0.03* Max M-Z LF 1 3 Min M-Z LF 1 268 301 Max P-X 2.71* 4.74 30.85 0.00 0.00 0.36 Min P-X 2.57* 4.28 32. 73 0.00 0.00 0.38 Max P-X LF 1 Mih P-X LF 1 2 Max P-Y 2.71 4.74* 30.85 0.00 0.00 0.36 Min P-Y ?. . 57 4.28* 32.73 0.00 0.00 0.38 Max P-Y LF 1 Min P-Y LF 1 2 Max P-Z 2.57 4.28 32.73* 0.00 0.00 0.38 Min P-Z 2.71 4.74 30.85* 0.00 0.00 0.36 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z 2.57 4.28 32.73 0.00 0.00 0.38* Min M-Z 2. 71 4.74 30.85 0.00 0.00 0.36* Max M-Z LF 1 2 Min M-Z LF 1 271 301 Max P-X 2.41* 2.11 10. 45 0.00 0.00 -0.03 Min P-X 1.44* 1. 44 7.01 0.00 0.00 -0.04 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 2.41 2 .11* 1.0.45 0.00 0.00 -0.03 Min P-Y 1. 44 1. 44* 7.01 0.00 0.00 -0.04 Max P-Y LF 1 2 Min p~y LF 1 Max P-Z 2.41 2 .11 10.45* 0.00 0.00 -0.03 Min P-Z 1. 44 1. 4·4 7.01* 0.00 0.00 -0.04 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z 2.41 2.11 10.45 0.00 0.00 -0.03* Min M-Z 1. 44 1. 44 7.01 0.00 0.00 -0.04* Max M-Z LF 1 2· Min M-Z LF 1 289 301 Max P-X -0 .11 * 1.33 35.48 0.00 0.00 -0.06 Min P-X -0; 64-* 1. 57 36.21 0.00 0.00 -0.07 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0.64 1.57* 36.:?l 0.00 0.00 -0.07 Min P-Y -0.11 1.33* 35.48 0.00 0.00 -0.06 Max P-Y LF 1 3 DR.-ING. WEISS ING.b.,cIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 791'04 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte Nr. LFK P-X P-Y AUFTRAG 1,;;,: : 00018 ZEICHEN: L t.iZ -/IZ- (){X)-3l..J-() ( SEITE: 4.62 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z -----------------------------------·----------------------------------- Min P-Y LF I 2 Max P-Z -0.64 1.57 36.21* 0.00 0.00 -0.07 Min P-Z -0.ll 1. 33 35. 4'8* 0.00 0.00 -0.06 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z -O.il 1. 33 35.48 0.00 0.00 -0.06* Min M-Z -0.55 1. 49 36.08 0.00 0.00 -0.08* ·Max M-Z LF 1 2 Min M-Z LF 1 307 301 Max P-X 3.12* 0.46 33.85 1. 78 -8.69 -0.07 Min P-X 1.68* 10. 71 33.12 60. 96 -1.70 -1.91 Max P-X: LF 1 Min P-X LF 1 3 Max P-Y 1. 68 10.71* 33 .12 60.96 -1.70 -1.91 Min P-Y 2. 95, -0.61* 29.34 -3.54 -11. 56 0.27 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 3.12 0. 46. 33,85* 1. 78 -8.69 -0.07 Min P-Z 2.95 -0.61 29.34* -3.54 -11. 56 0.27 Max P-Z LF 1 Min P-Z LF 1 2 Max M-X 1. 6'8 10.7i 33.12 60. 96* -1. 70 -1. 91 Min M-X 2.95 -0.61 29.34 -3.54* -11. 56 0.27 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y 1. 68 10.71 33.12 60. 96 -1.70* -1. 91 Min M-Y 2.95 -0.61 29.34 -3.54 -11.56* 0.27 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 2.95 -0.61 29.34 ~3.54 -11.56 0.27* Min M-Z 1. 68 10. 71 33.12 60. 96 -1.70 -1.91* Max M-Z LF 1 2 Min M-Z LF 1 3 310 301 Max P-X 0.95* 0.84 5.69 0. 72 -1.13 0.03 Min P-X 0.14* 0.16 4.15 0.12 -0.19 0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.76 1. 61* 6.25 1. 60 -0.89 -0.02 Min P-Y 0.14 0.16* 4.15 0.12 -0.19 0.01 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.76 1. 61 6.25* 1. 60 -0.89 -0.02 Min P-Z 0.14 0.16 4.15* 0.12 -0.19 0.01 Max P-Z LF 1 3 Min P-Z LF 1 'Max M-X 0.76 1. 61 6.25 1.60* -0.89 -0.02 Min M-X 0.14 0.16 4.15 0.12* -0.19 0.01 Max M-X LF 1 3 Min M-X LF 1 Max M-Y 0.14 0.16 4.15 0.12 -0.19* 0.01 Min M-Y 0.95 0.84 5.69 0.12 -1.13* 0.03 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z 0.95 0.84 5.69 0. 72 -1.13 0.03* Min M-Z 0.76 1. 61 6.25 1. 60 -0.89 -0.02* Max M-Z LF l 2 Min M-Z LF 1 3 316 301 Max P-X -5.44* -16.09 39.43 0.00 0.00 -0.16 Min P-X -5.57* -16.47 3'9. 81 0.00 0.00 -0.14 Max P-X LF 1 Min P-X LF 1 2 Max P-Y -5.44 -16.09* 39.43 0.00 0.00 -0.16 DR.-ING. WEISS ING.t~u~IEURGESE;LLSCHA:FT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte Nr. LFK P-X .P-Y AUFTRAG k1{ : 00018 n ZEIGHEN: L ;JJL'-·/t3 o oo-3<.f-o I SEITE: 4.63 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z . . ' Min P-Y -5.57 -16.47* 39.81 0.00 0.00 -0.14 Max P-Y LF 1 MiJ:J. P-Y LF 1 2 Max P-Z --5.57 -16.47 39.81* 0.00 0.00 -0.14 Min P-'Z -5.53 -16.26 39 .. 17* 0.00 0.00 -0.15 Max P-Z LF 1 :? Min p~z LF 1 3 Max M-Z -'-5.57 -t6.47 39.81 0.00 0.00 -0.14* Min M-Z -5.44 -16.09 39.43 0.00 0.00 -0.16* Max M-~ LF 1 2 Min M-Z LF 1 328 301 Max P-X ~o.44* 0.78 1.0. 23 0.00 0.00 0.00 Min P-X -0.57* 1.06 10.55 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0.57 1. 06'* 10.55 0.00 0.00 0.00 Min P-Y ..:o~ 54 0.60* 9.90 ·O. 00 0.00 -0.01 Max P-Y LF 1 3 Min P-Y· LF 1 Max P-Z -0.57 1.06 10.55* 0.00 0.00 0.00 Min P-Z -0.54 0.60 9.90* 0.00 0.00 -0.01 Max P-Z LF 1 3 Min P-Z LF 1 Max M-Z -0.44 0.78 10.23 0.00 0.00 0.00* Min M-Z -0.54 0.60 9.90 0.00 0.00 -0.01* Max M-Z LF 1 2 Min M-Z LF 1 339 301 Max P-X -0.22* -0.10 0.14 0.00 0.00 0.01 Min P-X -0.34-/< -0.11 0.49 0.00 0.00 0.00 Max P-X LF 1 2· Min P-X LF 1 Max P-Y -0.31 -0.07* -0.18 0.00 0.00 0.00 Min P-Y -0.34 -0.11* 0.49 U.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.34 -0.11 0. 4 9* 0.00 0.00 0.00 Min P-Z -0.31 . -0. 07 .-0.18* 0.00 0.00 0.00 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z -0.22 -0.10 0.14 0.00 0.00 0.01* M;i.n M-Z -0.34 -0.11 0.49 0.00 0.00 0.00* Max M-Z LF 1 2 Min M-Z LF 1 343 301 Max P-X -1.74* -2.98 40.17 0.00 0.00 -0.08 Min P-X -2.28* -2.73 40.93 0.00 0.00 -0.08 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y ·-2 .28 -2.73* 40.93 0.00 0.00 -0.08 Min P-Y -1.74 -2.98* 40.17 Ci. 00 0.00 -0.08 Max P-Y LF 1 3 Min p .. y LF 1 2 Max P-'Z -2.28 -2.73 40.93* 0.00 0.00 -0.08 Min P-Z -1.74 -2.98 40.17* 0.00 0.00 -0.08 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z -2.12 -2.82 40. 72 0.00 0.00 -0.08* Min M-Z -1.74 -2.98 40.17 0.00 0.00 -0.08* Max M-Z LF 1 Min M-Z LF 1 2 355 301 Max P-X 0.48* 0.32 3.71 0.58 -0.48 -0.03 Min P-X -0.08* -0.13 3.63 -0.04 0.04 0.00 Max P-X LF 1 2 -·-("'\ DCO?i.f-o/ \ -DR. -ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG f-iR: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.64 LANGENHARDSTRASSE 10 79104 FREIBUR~ ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-'X P-Y P-Z M-X M-Y M-Z ------------·.-------------------------------------------------------- Min P-X LF 1 Max P-Y 0 '.35 0.80* 3.75 1.13 -0. 40 -0.09 Min P-Y -0.08 -0.13* 3.63 -0.04 0.04 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.35 0. 80 3.75* 1.13 -0.40 -0.09 Min P-Z -0.08 -0,13 3.63* -0. 04_ 0.04 0.00 Max P-Z LF 1 3 Min P-Z LF 1 Max M-X 0.35 0.80 3.75 1.13* -0. 40 -0.09 Min M-X -0.08 -0.13 3.63 -0.04* 0.04 0.00 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -0.0(l -0.13 J. 93 -0.04 0.04* 0.00 Min M-Y 0.48 0.32 3.71 0.58 -0.48* -0.03 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z -0.08 -0.13 3.63 -0.04 0.04 0.00* Min M-Z 0.35 0.80 3.75 1.13 -0.40 -0.09* Max M-_Z LF 1 Min M-Z LF 1 3 366 301 Max P-X -0.07* -3.28 41.65 0.00 0.00 0.01 Min P-X -0.10* -3.22 4·0. 90 · 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 3 · Max P-Y -0.10 -3.22* 40.90 0.0Q 0.00 0.01 Min P-Y -0.07 -3.28-/< 41.65 0.00 0.00 0.01 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -0.07 -3.28 41.65* 0.00 0.00 0.01 Min P-Z -0.10 -3.22 40.90* 0.00 0.00 0.01 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z -0.09 -3.25 41.12 0.00 0.00 0. 01-* Min M-Z -0.07 -3.48 41,65 0.00 0.00 0.01* Max -M-Z LF 1 Min M-Z LF 1 2 389 301 Max P-X 1. 90* 6.61 33.66 0.00 0.00 0.12 Min P-X 1.45* 6.84 34.27 0.00 0.00 0.12 Max P-X LF 1 . 2 Min P-X LF 1 3 Max P-Y 1. 45 6.84* 34,27 0.00 0.00 0.12 Min P-Y 1. 90 6.61* 33.66 0.00 0.00 0.12 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 1. 45 6.84 34.27* 0.00 0.00 0.12 Min P-Z 1. 90 . 6.61 33.66* 0.00 0.00 0.12 Max P-Z LF 1 3 Min i?-z LF 1 2 Max M-Z 1·. 81 6.68 33.71 0.00 0.00 0.13* Min·M-Z 1.45 "6. 84 34.27 0,00 0.00 0.12* Max M-Z LF 1 Min M-Z LF 1 3 409 301 Max P-X -0.80* -1. 57 19.09 0.00 0.00 0.09 Min P-X -1.24* ~1. 41 19.69 0.00 0.00 0.08 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -1.15 -1.40* 19.53 0.00 0.00 0.08 Min P-Y -0.80 -1.57* 19.09 0.00 0.00 0.09 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -1.24 -1.41 19.69* 0.00 0.00 0.08 ( -DR.-ING. WEISS. ING.1,.:,./IEURGESELLSCHAFT mpH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 AUFTRAG i-;i.t '. : 000·18 ZEICHEN: L SEITE: OZ: 4 LiL -11s-· ocJo-3l/-o I 4.65 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK p~x P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Z -0.80 -1.57 19.09* 0.00 0.00 0.09 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z -0.80 -1.57 19.09 0.00 0.00 0.09* Min M-Z -i. 24 -1.41 · 19.69 O.OQ 0.00 0. OB·* Max M-Z LF 1 .2 Min M-Z LF 1 412 301 Max P-X 3.09* 5.25 34.36 0.00 0.00 -0.05 Min P-X 3.06* 5.30 33.74 0.00 0.00 -0.05 Max p~x LF 1 2 Min P-X LF 1 .3 Max P-Y 3.06 5.30* 33.74 0.·00 0.00 -0.05 Min P-Y 3.09 5.25* 34.36 0.00 0.00 -0.05 Max P-Y LF l 3 Min P-Y LF 1 2 Max P-Z 3.09 5.25 34.36* 0.00 0.00 -0.05 Min P-Z 3.06 5.30 33.74* 0.00 0.00 -0.05 Max P-Z LF 1 2 Min P-Z LF 1 3 Max· M-Z 3.08 5.29 34.22 0.00 0.00 -0.04* Min M-Z 3.06 5.30 33.74 0.00 0.00 -0.05* Max M-Z LF 1 Min M-Z LF 1 3 421 301 Max P-X 3.08* 4. 72 -14.61 0.00 0.00 -0.06 Min P-X 0.53* 0.63 -2.27 0.00 0.00 -0.02 Max P-X LF 1 3 Mii:J_ P-X LF 1 Max P-Y 3.08 4.72* -14.61 0.00 0.00 -0.06 Min P-Y 0.53 0.63* -2:27 0.00 0.00 -0.02 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.53 o·. 63 -2.27* 0.00 0.00 -0.02 Min P-Z 3.08 4.72 -14.61* 0.00 0.00 -0.06 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z 0.53 0 .-63 -2.27 0.00 0.00 -0.02* Min M-Z 3.08 4.72 -14.(il 0.00 0.00 -0.06* Max M-Z LF 1 Min M-Z LF 1 3 435 301 Max P-X 3.81* 8.24 18.26 0.00 0.00 0.14 Min P-X 3.46* 7 .24 19.56 0.00 0.00 0.16 Max p~x LF 1 Min P-X LF 1 2 Max P-Y 3.81 8.24* 18.26 0.00 0.00 0.14 Min P-Y 3. 4"6 7.24* 19.56 0.00 0.00 0.16 Max P-Y LF 1 Min. P-Y LF 1 2 Max P-Z 3.46 7.24 19.56* 0.00 0.00 0.16 Min P-Z 3.81 8 .. 24 18.26* 0.00 0.00 0.14 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z 3.46 7.24 19.56 0.00 0.00 0.16* Min M-Z 3.81 8.24 18.26 0.00 0.00 0.14* Max M-Z L-F 1 2 Min M-Z LF 1 438 301 Max P-X 3.82* 5.73 17.80 0.00 0.00 -0.01 Min P-X 1.15* 1. 62 5.28 0.00 0.00 0.02 Max P-X LF 1 3 Min P-X LF 1 Max P-Y 3.82 ~.73* 17.80 0.00 0.00 -0.01 Min P-Y 1.15 1.62* 5.28 0.00 0.00 0.02 Max P-Y LF 1 3 d.JJ -I I le:> ....... ~ ... . (~ fJOtB<.f-{) I _\ -· DR. -ING. WEISS ING.1:J1'IIEURGESELLSCHAFT rnbH AUFTRAG l!IR '. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.66 LANGENHARDSTRASSE 10 79104. FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Au.flagerkraefte (kN) Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Y LF 1 Max P-Z 3.82 5.73 17.80* 0.00 0.00 -0.01 Min P-Z 1.15 1. 62 5.28* 0.00 0.00 0.02 Max P-Z LF 1 3 Min P-Z LF 1 Max M-Z 1.15. 1. 62 5.28 0.00 0.00 0.02* Min M-Z 3. 82. 5_73· 17.80 0.00 0.00 -0.01* Max M-Z LF 1 Min M-Z LF 1 3 442 301 Max P-X 1. 8.6* 1:47 12.32 0.00 0.00 -0.14 Min P-X 0.11* 2.07 1s. os· 0.00 0.00 -0.13 Max P-X LF 1 2 Min P-X LF 1 Max P-Y O.li 2.07* 15.05 0.00 0.00 -0.13 Min P-Y 1. 86 1.47* 12.32 0.00 0.00 -0.14 Max P-Y LF 1 Min P-Y LF 1 2 Max P-Z 0.11 2.07 15 :OS* 0.00 0.00 -0.13 Min P-Z 1. 86 1. 47 12.32* 0.00 0.00 -0.14 Max P-Z LF i Min P-Z lrF 1 2 Max M-Z 0.11 2. 07 15.05 0.00 0.00 -0.13* Min M-z. 0.79 1.92 13. 90 0.00 0.00 -0.15* Max M-Z LF 1 Min M-Z LF 1 3 4.53 301 Max P-X 0.11* 0.06 9'. 58 0.00 0.00 -0.04 Min P-X 0.02* 0.51 10,31 0.00 0.00 -0.01 Max P-X LF 1 2 Mifl ·P-X LF 1 3 Max P-Y 0.02 0.51* 10.31 0.00 0.00 -0.01 Min P-Y 0.09 0.02* 9.57 0.00 0.00 -0.01 Max P-Y LF 1 . ·3 Min-P-Y LF 1 Max P-Z 0.02 0.51 10.31* 0.00 0.00 -0.01 Min P-Z 0.09 0.02 9.57* 0.00 0.00 -0.01 Max P-Z-LF 1 3 Min P-Z LF 1 Max M-Z 0.09 0.02 9.57 0.00 0.00 -0.01* Min M-Z 0.11 0.06 9.58 0.00 0.00 -0.04* Max .M-Z LF 1 Min M-Z LF 1 2 455 301 Max P-X 0.06* 0.53 2. 72 0.00 0.00 0.01 Min P-X "-0.09*. 0.88 5.45 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X · LF 1 3 Ma,x P-Y -0.09 0.88* 5.45 0.00 0.00 0.01 Min p~y -0.03 0.29* 1. 65 0.00 0.00 0.00 Ma~ P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.09 0.88 5.45* 0.00 0.00 0.01 Min P-Z -0.03 0.29 1.65* 0.00 0.00 0.00 Max P-Z LF 1 3 Min P-Z LF 1 Max M-;Z 0.06 0.53 2. 72 o·. Ob 0.00 0.01* Min M-Z -0.Q3 0.29 1. 65 0.00 0.00 0.00* Max M-'-Z LF 1 ·2 Min M-Z LF 1 470 301 Max P-X 1.19* 0.07 0.19 0.00 0.00 -0.04 Min P-X -0.40* -0.13 1. 47 0.00 0.00 -0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 1.19 o. o·7* 0.19 0.00 0.00 -0.04 .i..Ll-11/ 1·'"' \ -(~ 0003<.1-o I DR.-ING. WEISS ING:t:ii.UEURGESELLSCHAFT nibH AUFTRAG i,:._: : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.67 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 Fl\X: 0761/~J251 Knot-Aufiagerkraefte {kN) Auflagerrnornente {kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Y -0.40 -0.13* 1. 47 0.00 0.00 -0.01 Max P-Y LF I 2 Min P-Y LF 1 Max P-Z -0.40 -0.13 1. 47* 0.00 0.00 -0.01 Min P-Z 1.19 0.07 0.19* 0.00 0.00 -0.04 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z -0.40 -0.13 1. 47 0.00 0.00 -0.01* Min M-Z 1.19 0.07 0 .19 0.00 0.00 -0.04* Max M-Z LF 1 Min M-Z LF 1 2 472 301 Max P-X 0.20* -0.59 3.26 0.00 0.00 -0.01 Min P-X 0.00* 0.18 -1. 67 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y b.oo 0.18* ...,1. 67 0.00 0.00 0.00 Min P-Y (J.?O -0.59* 3.26 0.00 0.00 -0.01 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 0.20 -0.59 3.26* o.oo 0.00 -0.01 Min P-Z 0.00 0.18 -1.67* o.oo 0.00 0.00 Max P-Z. LF 1 2 Min P-Z LF 1 3 Max M-~ 0.00 0.18 -1. 67 0.00 0.00 0.00* Min M-Z 0.2.0 -0.59 3:26 0.00 0.00 -0.01* Max M-Z LF 1 3 Min M-Z ·LF 1 2 478 301 Max P-X -1.69* -5.:n 14.56 0.00 0.00 -0.22 Min P-X '-1.95* -6.09 16.41 0.00 0.00 -0.21 Max P-X LF 1 Min P-X · LF 1 2 Max P-Y -1.69 -~.31* 14.56 o.oo 0.00 -0.22 Min P-Y -1.95 -6.09* 16.41 o '.do 0.00 -0.21 ' Max P-Y LF 1 Min P-Y LF 1 2 Max P-Z -1. 95 -6.09 16.4l* 0.00 0.00 -0.21 Min P-Z -1.69 -5.31 14.56* o.oo 0.00 -0.22 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z -1.95 -6.Q9 16.41 6.00 0.00 -0.21* Min M-Z -1. 93 -5.88 14.92 0.00 0.00 -0.22* Max M-Z LF 1 2 .Min M-Z LF 1 3 500 301 Max P-X 0.00* 0.62 1.91 o.oo 0.00 0.01 Min P-X -0. 06*, 0.78 3.23 o.oo 0.00 -0.02 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0.06 0.78* 3.23 0.00 0.00 -0.02 Min P-Y -0.05 0.39* 1.29 0.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.06 0.78 3.23* o:oo 0.00 -0.02 Min P-Z -0.05 o .. 39 1. 29* o.oo 0.00 0.00 Max P-Z LF 1 3 Min P-Z Ll; 1 Max M-Z 0.00 0.62 1. 91 o.oo 0.00 0.01* Min M-Z -0.06 0.78 3.23 0.00 0.00 -0.02* Max M-Z LF: 1 2 Min M-Z LF 1 3 508 301 Max P-X 0.16* -0.66 2.17 0.00 0.00 0.00 Min P-X -0.01* -0.10 -0. 40 0.00 0.00 -0.02 Max P-X LF 1 2 ( ' - DR.-ING. WEISS ING.61.HEURGESELLSCHAFT mbH. BERATENDE BAUINGENIEURE VBI L.ANGENHARDSTRAS$E 10 79104 FREIBURG TEL: 0761/3'1462 FAX: 0761/23251 Knot-Auflagerkraefte Nr. LFK , P-X P-Y 'AUFTRAG !:iii,.: 00018 .. ZEICHEN: L jjI-IIB ooo-3tt-o I SEITE: 4.68 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z -----------------------------------------------·---------------------- Min P-X LF 1 3 Max P-Y -0.01 -0 .1.0* -0.40 0.00 0.00 -0.02 Min P-Y 0.16 -·o. 66* 2.17 . 0. 00 0.00 0.00 Max P-Y LF 1 3 Min P-Y· LF 1 2 Max P-Z 0 .-16 -0.60 2.17* 0.00 0.00 0.00 Min p-z .-0. 01 -0.10 -0.40* 0.00 0.00 -0.02 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z 0.04 -0.39 1.25 0.00 0.00 0.00* Min M-Z -0.01 -0.10 -0.40 o.uo 0.00 -0.02* Max M-Z LF 1 Min M-Z LF 1 3 547 301 Max P-X 8.03* -3.64 23.53 -,-20. 53 -45.68 3.06 Min P-X 0.62* 5.48 25.62 24 .13 -5.94 1. 67 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 0.62 5.48* 25.~2 24 .13 -5.94 1. 67 Min P-Y 8.03 -3.64* 23.53 -20.53 -45.68 3.06 Max P-Y LF 1 3 Min P-'Y LF 1 2 Max P-Z 0. 93· -1. 91 25. 67* ~10.61 -9.48 0.62 Min P-Z 8.03 -3.64 23.53* -20.53 -45.68 3.06 Max P-Z LF 1 Min P-3 LF 1 2 Max M-X· 0.62 5.48 25.62 24 .13* -5.94 1. 67 Min M-X 8.03 -3.64 23.53 -20.53* -45.68 3.06 Max M-X LF 1 3 Min M.:.x LF 1 2 Max M~Y o. 62 5.48 25.62 24.13 -5.94* 1. 67 Min M-Y 8.03 -3.64 23.53 -20.53 -45. 6.8* 3.06 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 8.03 ~3.64 23 .. 53 -20.53 -45.68 3.06* Min M-Z 0.93 -1. 91 25.67 -10.61 -9.48 0.62* Max M-Z LF 1 2 Min M-Z LF 1 592 301 Max P-X 0.02* 0.03 9.76 0.00 0.00 -0.03 Min P-X -0.09* 0.51 10.54 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0.09 0.51* 10.54 0.00 0.00 0.00 Min P-Y b.02 0.03* 9.76 0.00 0.00 -0.03 Max P-Y LF 1 3 Min P:-Y LF 1 2 Max P-Z -0.09 0.51 10.54* 0.00 0.00 0.00 Min P-Z -0.02 0.05 9.75* 0.00 0.00 0.00 Max P-Z LF 1 3 Min P-Z LF 1 ·Max M-Z -0.02 0.05 9.75 0.00 0.00 0.00* Min M-Z 0.02 0.03 9.76 O·. 00 0.00 -0.03* Max M-Z LF 1 Min M-Z LF 1 2 605 301 Max P-X 1. 95* 0.16 3.52 0.00 0.00 -0.03 Min P-X · 0.36* -0.03 2.40 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 1.95 0.16* ·3.52 0.00 0.00 -0.03 Min P-Y 0.36 -0.03* 2.40 0.00 0.00 0.00 Max P-Y LF 1 2 Min P-Y LF 1. Max P-Z 1. 95 0.16 3.52!' 0.00 0.00 -0.03 n·_ DR.-ING. WEISS ING:i:i1UEURGESELLSCHAFT mbH BERATENDE BAUING~NIEURE VBI LANGENHARDSTRASSE 10 79;1.04 FREIBURG TEL: 0761/31462 FAX: 0761/232~1 Knot-Auflagerkraefte Nr. LFK P-X P-Y AUFTRAG ~.:l : 00018 ZEICHEN: L iJ..L 111 600?JLf-O f SEITE: 4.69 OZ: 4 (kN) Auflagermomente (kNm) i?-Z M-X M-Y M-Z ----------------------------------------------------------------------Min P-Z 0.91 0.09 2.04* 0.00 0.00 0.00 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-Z 0.36 -0.03 2.40 0.00 0.00 0. 00*. Min M-Z 1. 95 0.16 3.52 0.00 0.00 -0.03* Max M.,.z LF 1 Min M-Z LF 1 2 623 301 Max p~x 0 .14"* 0.03 2.89 0.00 0.00 0.00 Min P-X 0.00* 0.00 1. 45 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.14 o·. 03* 2.89 0.00 0.00 0.00 Min P-Y 0.05 -0.21* 1. 7_1 0.00 0.00 -0.05 Max P-Y LF 1 2 Min P-Y LF 1 3 Max P-Z 0 .14' 0.03 2. 8·9* 0.00 0.00 0.00 Min P-Z 0.00 0.00 1.45* 0.00 0.00 0.00 .Max P-Z LF 1 2 Min P-Z LF 1 Max M~z 0.14 0.03 2.89 0.00 0.00 0.00* Min M-Z 0.05 -0.21 1. 71 0.00 0.00 -0.05* Max M-Z LF. 1 2 Min M-Z LF 1 3 669 301 Max P-X 5.41* -2 .. 27 5.1. 43 -10.39 -51.07 -0.19 Min P-X -3.94* -2.39 50.79 ·-12.07 5.96 -1.52 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -2.70 5.48* 49 .11 31.32 -6.53 3.42 Min P-Y -3.94 -2.39* 50.79 -12.07 5. 96 -1. 52 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 5.41 -2.27 51.43* -10.39 -51.07 -0.19 Min P-Z -2.70 5.48 49.11* 31. 32 -6.53 3.42 Max P-Z LF 1 2 Min P-Z LF 1 3 · Max M-X -2.70 5, 4.8 49.11 31. 32* -6.53 3.42 Min M-X -3.94 .:..2. 39 50.79 .-12.07* 5. 96 -1. 52 Max M-X LF 1 3 fl:lin M-X LF 1 Max M-Y -3.94 -2.39 Sb. 79 -12.07 5.96* -1. 52 Min M-Y 5 .. 41 -2.27 51.43 -10.39 -51.07* -0.19 Max M-Y -LF 1 Min M-Y LF 1 2 Max M-Z -2. 70 5.48 49.11 31. 32 -6.53 3.42* Min M-Z -3.94 -2.39 50.79 -12.07 5. 96 -1.52* Max M-Z LF 1 3 Min M-Z LF 1 674 301 Max P-X 4.66* 0.58 -5.56 0.00 0.00 0.00 Min P-X -0.95* -0.09 1.14 o:oo 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max p~y 4.66 0.58* -5.56 0.00 0.00 0.00 Min P-Y -0.95 -0. 09·* 1.14 0 .. 00 0.00 0.00 Max· P-Y LF 1 2 Min P-Y LF 1 Max P-Z -0,95· -0.09 1.14* 0.00 0.00 0.00 Min· P-Z 4.66 0.58 -5.56* 0.00 0.00 0.00 Max P-Z LF J, Min P-Z LF 1 2 Max M-Z 0.18 0.13 -0.21 0.00 0.00 0.01* Min M-Z 4.66 0.58 -5.56 0.00 0.00 0.00* Max M-Z LF 1 3 ....... (~ 0 -t> I I -DR. -ING. WEISS ING.i!.,dIEURGESELLSCHAFT mbH AUFTRAG llfu·; : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.70 60 -3<.f LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Au·flagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X i?-Y P-Z M-X M-Y M-Z ---------------------------------·------------------------------------ Min M-Z LF 1 2 706 301 Max P-X 3.01* 0.89 21. 00 2.23 -9.08 1.18 Min P-X -0.49* 0. 34 20.98 -0.29 -0.12 0.68 Max P-X LF 1 2 Min P-X LF l Max P-Y -0.14 7.06* 22.68 24.52 -0.76 0. 71 Min P-Y -0.49 0.34* 20.98 -0.29 -0.12 0.68 Max P-Y LF 1 3 Min p~y LF 1 Max P-Z -0.14 7.06 22.68* 24.52 -0.76 0. 71 Min P-Z -0.49 0.34 20.98* -0.29 -0.12 0.68 Max P-·Z LF 1 3 Min P-Z LF 1 Max M-X -0.14 7.06 22.68 24.52* :..o. 76 o. 71 Min M-X -0.49 0.34 20.98 -0.29* -0.12 0.68 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -0.49 0.34 20.98 -0.29 -0.12* 0.68 Min M-Y 3.01 0.89 21.00 2.23 -9.08* 1.18 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z 3.01 0.89 21. 00 2.23 -9.08 1.18* Min M-Z -0.49 0.34 20.98 -0. 29 -0.12 0.68* Max M-Z LF 1 2 Min M-Z LF 1 707 301 Max P-X 7.87* 0.98 9.24 0.00 0.00 0.00 Min P-X 0.44* 0.03 0.52 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 7.87 0.98* 9.24 0.00 0.00 0.00 Min P-Y 0,44 0.03* 0.52 0.00 0.00 0.00 Max P-Y LF 1 2 Min P-Y LF 1 Max P-Z 7.87 0.98 9.24* 0.00 0.00 0.00 Min P-Z-0.44 0.03 Q.52* 0.00 0.00 0.00 Max P-Z LF 1 2 Mirr P-Z LF 1 Max M-Z 1. 93 0.17 2.26 0.00 0.00 0.01* Min M-Z T.87 0.98 9.24 0.00 0.00 0.00* Max M-Z LF 1 3 Min M-Z LF 1 2 734 301 Max P-X 0.12* 0.04 9.87 0.00 0.00 0.00 Min P-X -0.03* 0.39 lQ.49 0.00 0.00 0.02 Max P--x LF l 2 Min P-X LF 1 3 Max P-Y -0.03 0.39* 10. 49 0.00 0.00 0.02 Min P-Y 0.00 -0.05* 9.82 0.00 0.00 0.01 Max P:-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.03 0.39 10.49* 0.00 0.00 0.02 Min P-Z 0.00 -0.05 9.82* 0.00 0.00 0.01 Max P-Z LF 1 3 Min P-Z .LF 1 Max M-Z -0.03 0.39 10.49 0.00 0.00 0.02* Min M-Z 0.12 0.04 9.87 0.00 0.00 0.00* Max M-Z LF 1 3 Min M-Z LF 1 2 747 301 Max P-X 0.13* -0.05 2.97 0.00 0.00 0.00 Min P-X 0.01* -0.06 3.17 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.05 -0.01* 2.30 0.00 0.00 0.01 ,£.d-1Z/ -/ ! !>O03!./-D I DR. -ING. WEISS ING~NIEURGESELLSCHAFT mbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4. 71 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Aufiagerkraef:te (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y p.:..z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Y 0.01 -0.06* 3.17 0.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.01 -0.06 3.17* 0.00 0.00 0.00 Min p.-z 0.05 -0.01 2.30* 0.00 0.00 0.01 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z 0.05 -0.01 2.30 0.00 0.00 0.01* Min M-Z 0.13 -0.05 2.97 0.00 0.00 0.00* · Max M-Z LF 1 3 Min M~z LF 1 2· 766 301 Max P-X 0.75* 0.09 1.24 0.00 0.00 0.00 Min P-X -0.03* 0.00 1.31 0.00 0.00 -0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.11 0.12* 1. 28 0.00 0.00 -0.01 Min P-Y -0 .. 03 0.00* 1. 31 0.00 0.00 -0.01 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.03 0. 00 · 1. 31* 0.00 0.00 -0.01 Min P-Z 0.75 0.09 1. 24* 0.00 0.00 0.00 Max .p·-z LF 1 Min P-Z LF· 1 2 Max M-Z 0.75 0.09 1. 24 0.00 0.00 0.00* Min M-Z 0.11 0.12 1.28 0.00 0.00 -0.0J.* Max M-Z LF 1 2 Min M-Z LF 1 3 846 301 Max P-X 6.66* 0.83 -7.98 0.00 0.00 0.00 Min P-X -0.84* -0.05 1.02 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 6.66 0,83* -7.98 0.00 0.00 0.00 Min P-Y -0.84 -0.05* 1.02 0.00 0.00 0.01 Max P-Y LF 1 2 Min P-Y LF 1 Max P-Z -0.84 -0.05 1.02* 0.00 0.00 0.01 Min P-Z 6.66 0.83 -7.98* 0.00 0.00 0.00 Max P-Z LF. 1 Min P-Z LF 1 2 Max M-Z -0.84 -0.05 · 1. 02 0.00 0.00 0.01* Min M-Z 0.69 0.07 -Q.81 0.00 0.00 0.00* Max M-Z LF 1 Min M-Z LF 1 3 921 301 Max P-X 6.10* 0.76 7.48 0.00 0.00 0.00 Min P-X 0.64* 0.07 0. 78 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 6.10 0. 76* 7.48 0.00 0.00 0.00 Min P-Y 0 .·64 0.07* 0.78 0.00 0.00 0.00 Max P-Y LF 1 2 Min P-Y LF 1 Max P-Z '6 .. 10 0.76 7.48* 0.00 0.00 0.00 Min P-Z 0.64 0.07 0.78* 0.00 0.00 0.00 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z 0.64 0.07 0.78 0.00 0.00 0.00* Min M-Z 6.10 0.76 7.48 0.00 0.00 0.00* Max M-Z LF 1 Min M-Z LF 1 2 979 301 Max P-X 0.02* 0.42 12.82 0.00 0.00 0.01 Min .P-X -0.29* 2.11 17.58 0.00 0.00 0.03 Max P-X LF 1 2 .,L.,/41 •-tLZ.. (~. D0()3(J-6} DR.-ING. WEISS ING~NIEURGESELLSCHAFT mbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4. 72 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0161n32s1 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-X LF 1 3 Max P-Y -0.29 2.11* 17. 58 . 0.00 0.00 0.03 Min P-Y -0.05 0.20* 12.31 0.00 0.00 0.02 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.29 2.11 17.58* 0.00 0.00 0.03 Min P-Z -0.05 0.20 12.31* 0.00 0.00 0.02 Max P-Z LF 1 3 Min P-Z LF 1 Max M-Z -0.29 2.11 17.58 0.00 0.00 0.03* Min M-Z 0.02 0.42 12.82 0.00 0.00 0.01* Max M-Z LF 1 3 Min M-Z LF 1 2 998 301 Max P-X 0 .11* -0.02 ('l:74 0.00 0.00 0.01 Min P-X 0.01* -0.03 1. 43 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.02 0.06* -3:03 0.00 0.00 0.02 Min ps..y 0. 01, -0.03* 1. 43 0.00 0.00 0.01 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.01 -0.03 1.43* 0.00 0.00 0.01 Min P-Z 0.02 0.06 -3.03* 0.00 0.00 0.02 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z 0.02 0. 06. -3.03 0.00 0.00 0.02* Min M-Z 0 .1,1 -0.02 0.74 0.00 0.00 0.01* Max M-Z LF 1 3 Min M-Z LF 1 2 1005 301 Max P-X 0.95* 1. 89 41. 79 9.88 -14.55 3.54 Min P'-X -6.99* 2.13 42.11 10.31 7.85 2.13 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -6.98 9.70* 42.28 33.36 6.83 1. 69 Min P'-Y Q.95 1.89* 41.79 9.88 -14.55 3.54 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -6.98 9.70 42.28* 3.3.36 6.83 1. 69 Min P-Z 0.95 1.89 41.79* 9.88 -14.55 3.54 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-X -6.98 9.70 42.28 33.36* 6.83 1. 69 Min M-X 0.95 1. 89 41. 79 9.88* -14.55 3.54 Max M'-X LF 1 3 Min M-;X LF 1 2 Max M~Y -6.99 2.13 42 .11 10.31 7.85* 2.13 Min M-Y 0.95 1. 89 41.79 9.88 -14.55* 3.54 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z 0.95 1. 89 41. 79 9.88 -14.55 3.54* Min M-Z -6.98 9.70 42.28 33.36 6.83 1.69* Max M-Z LF 1 2 Min M-Z LF 1 3 1045 301 Max P-X 0.16* 0.06 0.20 0.00 0.00 0.00 Min P-X -0.01* 0.05 J.. 65 0.00 0.00 -0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.16 0.06* 0.20 0.00 0.00 0.00 Min P-Y 0.06 -0.25* 1.35 0.00 0.00 0.02 Max P-Y LF 1 2 Min P-Y LF 1 3 Max P-Z -0.01 0.05 1-. 65* 0.00 0.00 -0.01 _Lll'. -IL~ ' -.j ooo-3'-f-o I DR.-ING. WEISS ING~#IEURGESELLSCHAFT rnbH AUFTRAG Nlf. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.73 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot--Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK ·P-X P-Y P-Z M-X M-Y M-Z . . Min P-Z · 0 .16 0.06 0.20* 0.00 0.00 0.00 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z 0.06 -0.25 1. 35 0.00 0.00 0.02* Min M-Z -0.01 0.05 1. 65 0.00 0.00 -0.01* Max M-Z LF 1 3 Min M-Z ~F 1 1073 301 Max P-X 8.51* -3.41 59.03 -17.64 -72.06 2.00 Min P-X -3.09* -3.70 59. 72 -17.67 12.50 0.81 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -2.78 6.93* 58.30 51. 53 11. 43 2.56 Min P-Y -3.09 -3·. 70* 59. 72 -17.67 12.50 0.81 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -3 .. 09 -3.70 59.72* -17. 67 12.50 0.81 Min P-Z -2. 78 6.93 58.30* 51. 53 11.43 2.56 Max P-Z LF 1 Min P-Z LF 1 3 Max M-X """2. 78 6.93 58.30 51.53* 11. 43 2.56 Min M-X -3.09 -3.70 59. 72 -17.67* 12.50 0.81 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -3.09 -3.70 59. 72 -17.67 12.50* 0.81 Min M-Y 8.51 -3.41 59.03 -17.64 -72.06* 2.00 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z -2.78 6.93 -S8. 30 51. 53 11. 43 2.56* Min M-Z -3.09 -3.70 59. 72 -17.67 12.50 0.81* Max M-Z LF 1 3 Min M-Z LF 1 1092 301 Max P-X 14.38* 6.63 64.78 34.51 -76.13 0.75 Min P-X 2.37* 16.36 65.29 102.56 13. 24 3.54 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 2.37 16.36* 65.29 102.56 13.24 3.54 Min P-Y 4.26 2.99* 65.24 25.49 0.06 0.67 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 2.37 16.36 65.29* 102.56 13.24 3.54 Min P-Z 14.38 6.63 64.78* 34.51 -76.13 0.75 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-X 2.37 16.36 65.29 102. 5.6* 13.24 3.54 Min M-X 4.26 2.99 65.24 25.49* 0.06 0.67 M,;l.X M-X LF 1 3 Min M-X LF 1 Max M-Y 2.37 16.36 65.29 102.56 13.24* 3.54 Min M-Y 14.38 6.63 64.78 34.51 -76.13* 0.75 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 2.37 16.36 65.29 102.56 13.24 3.54* Min M-Z 4.26 2.99 65.24 25.49 0.06 0.67* Max M-Z LF 1 3 Min M-Z LF 1 1174 301 Max P-X 0.11* 0.01 -0.03 0.00 0.00 0.01 Min P-X -0.12*" 0.97 3.77 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0.12 0.97* 3.77 0.00 0.00 0.01 Min P-Y 0.11 0.01* -0.03 0.00 0.00 0.01 Max P-Y LF 1 3 (-:--1 -("'\, ooo:3tf-o I DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH AUFTRAG ilR'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.74 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX,: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------·------------------------------------------------ Min P-Y LF 1 2 Ma.x P-Z -0.12 0.97 3.77* 0.00 0.00 0.01 Min P-Z 0.11 0.01 -0.03* 0.00 0.00 0.01 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z -0.12 0.97 3. 7'7 0.00 o.oo 0.01* Min M-Z -0.06 0.45 1. 39 0.00 0.00 -0.01* Max M-Z LF 1 3 Min M-Z LF 1 1188 301 Max P-X 0.12* ~0.06 0.39 0.00 0.00 -0.01 Min P-X -0.01* 0.28 -1. 40 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y ,-0. 01 0.28* -1.40 0.00 0.00 0.01 Min P-Y 0.03 -0. 42* 1.53 0.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 0.03 -0.42 1. 53* 0.00 0.00 0.00 Min P-Z -0.01 0.28 -1. 40* 0.00 0.00 0.01 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z -0.0l, 0.28 -1. 40 , 0. 00 0.00 0.01* Min M-Z 0,.12 -0.06 0,. 39 0.00 0.00 -0.01* Max M-Z LF 1 3 Min M-Z LF 1 2 1230 301 Max P-X ~0.17* -0.47 1. 42 0.00 0.00 -0.08 Min P-X -2. 0'4* -0.69 9.97 0.00 0.00 -0.07 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -0.17 -0.47* l'.42 0.00 0.00 -0.08 Min P-Y -2.04 -0.69* 9.97 0.00 0.00 -0.07 Max P-Y LF' 1 2 Min P-Y LF 1 Max P-Z -2.04 ~0.69 9.97* 0.00 0.00 -0.07 Min P-Z -0.17 -0.47 1. 42* 0.00 0.00 -0.08 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z -1.17 -6.49 5.96 0.00 0.00 -0.07* Min M-Z -:-0 .17 -0.47 1. 42 0.00 0.00 -0.08* Max M-Z LF 1 3 Min M-Z LF 1 2 1303 301 Max P-X 3.4~* -0.06 15.96 0.00 0.00 0.03 Min P-X 1.67* -0.26 7.95 0.00 0.00 0.04 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 3.42 -b.06* 15. 96 0.00 0.00 0.03 Min p...:y 1. 67 -0.26* 7.95 0.00 0.00 0.04 Max P-Y LF 1 2 Min P-Y LF 1 Max P-Z 3.42 -0.06 15.96* 0.00 0.00 0.03 Min P-Z 1. 67 -d,26 7. 9S* 0.00 0.00 0.04 Max P-Z LF 1 2 Min P-Z LF 1 Max M-Z 1. 67 -0.26 7.95 0.00 0.00 0.04* Min M-Z 3.42 -0.06 1~. 96 0.00 0.00 0.03* Max M-Z LF 1 Min M-Z LF 1 2 1341 301 Max P:-X 11.20* -2.83 16. 72 -1.56 -11. 74 -0.39 Min P-X 3.90* 2.55 16.38 7.66 2.08 -0.76 Max P-X LF 1 2 Min P-X LF ;I. 3 Max P-Y 3.90 2.55* 16.38 7.66 2.08 -0.76 DR.-ING. WEISS ING~~IEURGESEL~SCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auf;t.agerkraefte Nr. LFK P-X p~y AUFTRAG t-lR.'. : 00018 ZEICHEN: L j_)J.~-/Z5 60D-3L/-t) l SEITE: 4.75 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min P-Y 11. 20 -2.83* 16. 72 -1.56 -11. 74 -0.39 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 11. 20 -2.83 16.72* -1. 56 -11.74 -0.39 Min P-Z 4.33 -1.47 15.48* 0.74 0.49 -0.18 Max P-Z LF 1 2 Min P-Z LF :I. Max M-X 3.90 2.55 16.38 7.66* 2.08 -0.76 Min M-X 11.20 -2.83 16. 72 -1.56* -11.74 -0.39 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y 3.90 2.55 16.38 7.66 2.08* -0.76 Min M~Y. 11.20 -2.83 16. 72 -1. 56 -11.74* -0.39 Max M-Y LF 1 3 Min M-Y LF 1 2 [Y1ax M-Z 4.33 -1. 47 15.48 0.74 0.49 -0.18* Min M-Z 3.90 2.55 16.38 7.66 2.08 -0.76* Max M-Z LF 1 Min M-Z LF 1 3 1465 301 Max P-X 0.35* -0.44 16.46 -1.24 -5.86 -0.12 Min P-X -2 .. 51* 6.23 19.90 24.62 4.63 1. 38 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -2.51 6.23* 19.90 24.62 .4.63 1. 38 Min P-Y 0.35 -0.44* 16.46 -1. 24 -5.86 -0.12 Max P-Y LF 1 3 Min P-Y LF 1-2 Max P-Z -1. 98 -0.40 20.67* -1.69 2.98 -0.20 Min P-Z 0.35 -0.44 16.46* -1. 24 -5.86 -0.12 Max P-Z LF 1 Min P-Z LF 1 2· Max M-X -2.51 6.23 19.90 24.62* 4.63 1. 38 Min M-X -1.98 -0.40 2.0.67 -1.69* 2.98 -0.20 Max M-X Lf 1 3 Min M-X LF 1 Max M-Y -2.5;t 6.23 19.90 24.62 4.63* 1. 38 Min M-Y 0.35 -0.44 16. 4 6 -1. 24 -5.86* -0.12 Max M-Y :r,;F 1 3 Min M-Y LF 1 2 Max M-Z -2. 5;1. 6.23 19.90 24.62 4.63 1. 38* Min M-Z -1.98 -0.40 20.67 -1. 69 2.98 -0.20* Max M-Z L'F 1 3 Min M-Z LF 1 1488 301 Max P-X 13.74'* 3.04 58.28 16.63 -81. 88 0.25 Min P-X 2.82* 13. 90 59.81 90.31 -1.09 2.59 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 2.82 13.90* 59.81 90.31 -1.09 2.59 ·Min P-Y 3.16 2.86* 57.77 16.77 -6.28 1. 33 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 2.82 13.90 59.81* 90.31 -1.09 2.59 Min P-Z 3.16 2.86 57.77* 16.77 -6.28 1. 33 Max P-Z LF 1 3 Min P-Z LF 1 Max M-X 2.82 13.90 59.81 90.31* -1. 09 2.59 Min M-X 13.74 3.04 58.28 16.63* -81. 88 0.25 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y 2.82 13.90 59'. 81 90.31 -1.09* 2.59 Min M-Y 13. 74 3.04 '58. 28 16.63 -81.88* 0.25 Max M-Y LF 1 3 { DR. -ING. WEISS INGM-lIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE io 7 910 4 FREIBURG TEL: 0761/31462 FAX: 0761/2325i AUFTRAG i~.I:\'. : 00018 ZEICHEN: L ,L2Z'-/2t- 060-3lf-o I ·SEITE: 4.76 OZ: 4 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ____________________ , __________________________________________________ Min M-Y LF 1 2 .Max M-Z 2. 8.2 13.90 59.81 90.31 -1.09 2.59* Min M-Z 13.74 3.04 58.28 16.63 -81. 88 0.25* Max M-Z LF 1 3 Min M-Z LF 1 2 1564 301 Max P-X 6.60* -0.18 87.87 7.59 -69.86 -2.57 Min P-X -2.77* 17. 80 86.07 127.40 6.00 1.12 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -2.77 17.80* 86.07 127.40 6.00 1.12 Min P-Y 6.60 -0.18* 87.87 7.59 -69.86 -2.57 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 6.60 -0.18 87.87* 7.59 -69.86 -2.57 Min P-Z -2.77 17.80 86.07* 127.40 6.00 1.12 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-X -2.77 17. 80 86.07 127.40* 6.00 1.12 Min M-X -1. 91 -0.12 87.37 5.72* 7.48 0.05 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -1. 91 . -0.12 87.37 5. 72 7.48* 0.05 Miri M-.Y 6'. 60 -0.18 87.87 7.59 -69.86* -2.57 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z '-2.71 · 17. 80 -86~07 127.40 6.00 1.12* Min M-Z 6.60 -0.18 87.87 7.59 -:69.86 -2.57* Max M-Z LF 1 3 Min M-Z LF 1 2 1682 301 Max P-X 16.91"' ~4.29 30.66 -4.77 -28.18 -1. 42 Min P-X 10.98* 1. 51 30.74 11. 45 -12.70 -1.57 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y 10.98 1.51* 30.74 11.45 -12.70 -1.57 Min P~:Y 16.91 -4.29* 30.66 -4.77 -28.18 -1. 42 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 10.98 1.51 30.74* 11. 45 -12.70 -1. 57 Min P-Z 11.56 -3.69 30.51* -3.61 -14.10 -1. 28 Max P-Z LF 1 3 Min P-Z LF 1 Max M-X 10.98 1. 51 30.74 11. 45* -12.70 -1. 57 Min M-X 16.91 -4.29 30.66 -4.77* -28.18 -1. 42 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y i0.98 1. 51 · 30. 74 11. 45 -12.70* -1. 57 Min M-Y 16.91' -4. 29 · 30.66 -4.77 -28.18* -1. 42 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 11.56 -3.69 30.51 -3.61 -14.10 -1.28* Min M-Z 10.98 1. 51 30.74 11. 45 -12.70 -1.57* Max M-Z LF 1 · Min M-Z LF 1 3 1704 301 Max P-X 10.48* -4.00 3.60 -2.83 -10.39 0.34 Min P-X -7.18* 6. 71 12.79 9.84 7.51 0.84 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -7..18 6.71* 12.79 9. 84 · 7.51 0.84 Min P-Y 10.48 -4.00* 3.60 -2.83 -10.39 0.34 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -7.18 6. 71 12.79* 9.84 7.51 0.84 '· -DR. -ING. WEISS INGl!:.tUEURGESELLSCHAFT rnbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.77 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------,------------------------------------------------ Min P-Z 10.48 -4.00 3.60* -2.83 -10.39 0.34 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-X -7.18 6.71 12.79 9.84* 7.51 0.84 Min M-X 10.48 -4.00 3.60 -2.83* -10.39 0.34 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y -7.18 6. 71 12.79 9.84 7.51* 0.84 Min M-Y 10·. 48 -4.00 3.60 -2.83 -10.39* 0.34 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z -7 .18' 6.71 12.79 9.84 7.51 0.84* Min M-Z -2.14 0.75 8.91 1.85 2. 96 0.11* Max M-Z LF 1 3 Min M-Z LF 1 1837 301 Max P-X 0.13* 0.13 -0.38 0.00 0.00 0.00 Min P-X 0.00* 0.14 -0.24 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.09 0.50* -1. 45 0.00 0.00 0.03 Min P-Y 0.13 0.13* -0.38 0.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 0.00 0.14 -0.24* 0.00 0.00 0.01 Min P-Z 0. 09· 0.50 -1.45* 0.00 0.00 0.03 Max P-Z LF 1 Min P-Z LF 1 3 Max M-Z 0.09 0.50 -1.45 0.00 0.00 0.03* Min M-Z 0.13 0.13 -0.38 0.00 0.00 0.00* Max M-Z LF 1 3 Min M-Z LF 1 2 1856 301 Max P-X 0.10* 0.09 0.35 0.00 0.00 0.01 Min P-X -0. 08.* -0.01 -0.11 0.00 0.00 0.00 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -0.05 0.26* Q.80 0.00 0.00 0.00 Min P-Y -0.08 -0.01* -0.11 0.00 0.00 0.00 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -0.05 0.26 0.80* 0.00 0.00 0.00 Min P-Z -.o. 08 -0. 01 -0 .11 * 0.00 0.00 0.00 Max P-Z LF 1 3 Min P-Z LF 1 Max M-Z 0.10 0.09 0.35 0.00 0.00 0.01* Min M-Z -0.08 -0.01 -0.11 0.00 0.00 0.00* Max M-Z LF 1 2 Min M-Z LF 1 1879 301 Max P-X 12.33* -1.82 50.55 ~5.86 -71. 55 -1. 51 Min P-X 2.93* 8.75 56.68 65.21 -16.51 0.39 Max P-X LF · 1 2 Min P-X LF 1 3 Max P-Y 2.93 8.75* 56 .. 68 65.21 -16.51 0.39 Min P-Y 3.98 -1.89* 51. 47 -8.57 -22.08 -0.57 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 2.93 8.75 56.68* 65.21 -16.51 0.39 Min P-Z 12.33 -1. 8.2 .50.55* -5.86 -71. 55 -1.51 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-X 2.93 8.75 56.68 65.21* -16.51 0.39 Min M-X 3.98 -1. 89 51. 47 -8.57* -22.08 -0.57 Max M-X LF 1 3 1 -" !>o~lf-D DR.-ING. WEISS INGt~IEURGESELLSCHAFT mbH AUFTRAG tllf :' 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.78 LANGENHARDSTRASSE 10 79104 FREIBURG ZEIC.HEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerktaefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z . ' Min M-X LF l Max M-Y 2.93 8.75 56.68 65.21 -16.51* 0.39 Min M-Y 12.33 -1. 82 50.55 -5.86 -71. 55* -1.51 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 2.93 8.75 56. 68. 65.21 -16.51 0.39* Min M-Z 12.33 -1. 82 50.55 -5.86 -71. 55 -1.51* Max M-Z LF 1 3 Min M-Z LF -1 2 1896 301 Max P-X 0.30* 0.11 -0.38 ·o.oo 0.00 -0.04 Min P-X -0.iO* -0.15 0.50 0.00 0.00 0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 0.30 0.11* -0.38 0.00 0.00 -0.04 Min P-Y -0.10 ~0.15* 0.50 0·. 00 0.00 0.01 M~x P-Y LF 1 2 Min P-Y LF 1 Max P-Z -0.10 -0.15 O.~O* 0.00 0.00 0.01 Min P-Z 0.30 0.11 ..,o. 38* 0.00 0.00 -0.04 Max P-Z LF 1 Min P-Z LF 1 2 Max M-Z -0.10 0.10 -0.17 0.00 0.00 0.03* Min M-Z 0.30 0 -ll -Q.38 0.00 0.00 -0.04* Max M-Z LF 1 3 Min M-Z LF 1 2 1911 301 Max P-X 0.21* -0 .06 0.10 0.00 0.00 0.04 Min P-'-X 0.00* 0.17 0.43 0.00 0.00 -0.01 Max P-X LF 1 2 Min P-X LF 1 Max P-Y . 0. 03 0.67* 1. 68 0.00 0.00 -0.04 Min P-Y 0.21 -0.06* 0.10 Q.00 0.00 0.04 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z 0.03 0.67 1.68* 0.00 0.00 -0.04 Min P-Z 0.2,1 -0.06 0.10* 0.00 0.00 0.04 Max P-Z LF 1 3 Min P-Z LF 1 2 Max M-Z 0.21 -0.06 0.10 0.00 0.00 0.04* Min M-Z 0.03 0.67 1. 68 0.00 0.00 -0.04* Max M-Z LF 1 2 Min M-Z LF 1 3 1918 301 Max P-X 2.07* -0.86 58.58 -8.47 -4.23 -0.18 Min P-X -3.94* -1.32 47.41 -13.60 19.43 0.14 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -3.90 10.21* 49.14 75.65 23.18 -1. 29 Min P-Y -3. 9-4 -1.32* 47.41 -13.60 19.43 0.14 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 2.01 -0.86 58.58* -8.47 -4.23 -0.18 Min P-Z -3.94 -1. 32 47.41* -13.60 19.43 0.14 Max P-Z LF 1 2 Min P-Z LF 1 Max M-X -3.90 10.21 49.14 75.65* 23.18 -1. 29 Min M-X -3.94 -1. 3~ 47,41 -13.60* 19.43 0.14 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -3.90 10.21 49.14 75.65 23.18* -1.29 Min M-Y 2.07 -0.86 58.58 -8.47 -4.23* -0.18 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z -3.94 -1. 32 47.41 -13.60 19.43 0.14* ----I~ ()() ()i:J.{-() 1 r \ -DR.:...ING. WEISS ING~clIEURGESEtLSCHAFT 'inbH. AUFTRAG . Hi{'. : 00018 SEITE: BERATENDE BAUINGENIEURE VB.I 4.79 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Min M-Z -3.90 10.21 49.14 75.65 23.18 -1.29* Max M-Z LF :1. Min M-Z LF 1 3 1948 301 Max P-X -5.15* 6.30 44.05 23.01 7.35 -0.21 Min .p-x -7.79* 5.59 38.03 20.19 14.31 0.04 Max P-X LF 1 2 Min P-X LF 1 Max P-Y -5.92 12.65* 34.14 50.52 4.10 0.12 Min P-Y -7.79 5.59* 38.03 20.19 14. 31 0.04 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z -5.15 6.30 44.05* 23.01 7.35 -0.21 Mip P-Z ~5_92 12. 65 34 .14.* 50.52 4.10 0.12 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-X -5:92 12.65 34.14 50.52* 4.10 0.12 Min M-X ~7.79 5.59 38.03 20.19* 14.31 0.04 Max M-X LF 1 3 Min M-X LF 1 Max M-Y -7.1'9 5.59 ;38. 03 20.19 14.31* 0.04 Min M-Y -5.92 12. 6,5 34.14 50.52 4.10* 0.12 Max M-Y LF 1 Min M-Y L.F 1 3 Max M-Z -5.92 12.65 34 .14 50.52 4.10 0.12* Min N-Z -5.15 6.30 4-4. 05 23.01 7.35 -0.21* Max M-Z LF 1 3 Min M-Z LF 1 2 2049 301 Max P-X 8.58* 1. 79 40.29 9.57 -48.90 -3.12 Min P-X -0.70* 12.97 35.15 87.65 0.15 -1. 28 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -0. 70 12.97* 35.15 87.65 0.15 -1. 28 Min P-Y 8.58 1.79* 40.29 9.57 -48.90 -3.12 Max P-Y LF 1 3 Min P-Y LF 1 2 Max l?-Z 8.58 1. 79 40.29* 9.57 -48.90 ~3.12 M:Ln P-Z -0.70 12.97 35.15* 87.65 0.15 -1. 28 Max P-Z LF 1 2 Min P-Z LF 1 3 Max M-X -0.70 12.97 35.15 87.65* 0.15 -1.28 Min M-X 8.58 1. 7·9 40.29 9.57* -48.90 -3.12 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y -0.70 12.97 35.15 87.65 0.15* -1. 28 Min M-Y 8.58 1. 79 40.29 9.57 -48.90* -3.12 Max M-Y LF 1 3 Min M-Y LF 1 2 Max M-Z 0.75 2.36 39.08 12.19 -5. 72 -0.89* Min M-Z 8.58 1. 79 40.29 9.57 -48.90 -3.12* Max M-Z LF 1 Min M-Z LF 1 2 2058 301 Max P-X 2.03* 0.42 14.53 -0.64 -9.92 0.13 Min P-X -4.18* 6.87 14.64 19.92 7.60 1. 06 Max P-X LF 1 2 Min P-X LF 1 3 Max P-Y -4.18 6.87* 14. 6'4 19.92 7.60 1.06 Min P-Y 2.03 0.42* 14.53 -0.64 -9.92 0.13 Max P-Y LF 1 3 Min P-Y LF 1 2 Max P-Z -3.34 1. 64 14.90* 3.32 5.44 0.15 Min P-Z 2 .-03 0.42 14.53* -0.64 -9.92 0.13 Max P-Z LF 1 DR. -ING. WEISS ING.1!i1~IEURGESELLSCHAF':c mbH AUFTRAG liR'~ : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.80 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y p.:..z M'-X M-Y M-Z ---------------------------------------------------------------------- Min P-Z LF 1 2 Max M-X -4.18 6.87 14.64 19.92* 7.60 1. 06 Min M-X 2.03 0.42 14.53 -0.64* -9.92 0.13 Max M-X LF 1 3 Min M-X LF 1 2 Max M-Y -4.18 6.87 14.64 19.92 7.60* 1. 06 Min M-Y 2.03 0.42 14.53 -0.64 -9.92* 0.13 Max M-Y LF 1 3 Min M-Y LF 1 2 ·Max M-Z -4.18 6.87 14.64 19.92 7.60 1.06* Min M-Z 2.03 0.42 14.53 -0.64 -9.92 0.13* Max M-Z LF 1 3 Min M-Z LF 1 2 2240 301 Max P-X 11.23* 0.00 95.92 -6.41 -72. 22 -7.89 Min P-X 4.39* -1.50 94.48 3.89 -27.63 -3. 48 Max P-X LF 1 2 Min P-X LF 1 Max P-Y 8.28 13.73* 94.12 130.14 -45.95 -8.06 Min P-Y 4.39 -1.50* 94.48 3.89 -27.63 -3.48 Max P-Y LF 1 3 Min P-Y LF 1 Max P-Z 11.23 0.00 95.92* -6.41 -72. 22 -7.89 Min P-Z 8.28 13.73 94.12* 130.14 -45.95 -8.06 Max P-Z J;,F 1 2 Min P-Z LF 1 3 Max M-X 8.28 13.73 94.12 13.0.14* -45.95 -8.06 Min M-X 11.23 0.00 95.92 -6.41* -72. 22 -7.89 Max M-X LF 1 3 Min M-X I,,F· 1 2 Max M:...y 4.39 -1.50 94.48 3.89 -27.63* -3.48 Min M-Y 11.23 0.00 95.92 -6.41 -72.22* -7.89 Max M-Y LF 1 Min M-Y LF 1 2 Max M-Z 4.39 -1.50 94.48 3.89 -27.63 -3.48* Min M-Z 8.28 13.73 94.12 130.14 -45.95 -8.06* Max M-Z LF 1 Min M-Z LF 1 3 PROGRAMM RSTAB 5.07 2D/3D-STABWERK (C) l;NG.-SOFTWARE DLUBAL GMBH ERGEBNISSE THEORIE I. ORDNUNG l n I# -/31 ODOo«/-oJ DR. -ING. WEISS ING,;.,UEURGESELLSCHAFT mbH. AUFTRAG 1~it'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 4.5 TABELLE DER AUFLAGERKRAFTE AUS ERDBEBEN Fur die Erdbebenlastfiil1e wutde das Eigengewicht des Tragwerks mit bh= 0, 5* g horizontal beschleunigt. Das Fahrzeug is~ bereits berticksichtigt. LASTFALL-VERZEICHNIS ======================== ·-========='====-==-==-======================= Lastfall- LF Bezeichnung 1 4 5 $1?.AV'''/ Eigengewicht Erdbeben X-Richtung Erdbeben Y-Richtung £.A f2..., ,-1-.4 q_ ,) A \t. IE.. £.<\-V.:..i'I+ ~ \.' ~1,_'E, AUFLAGERKRAEFTE µND -MOMENTE =============·===============-==================-===================== Knot- Nr. LF Auflagerkraefte (kN) P-X P-Y P-Z Auflagermomente (kNm) M-X M-Y M-Z -------------. ----------------------------.--------------------------- 14 29 47 81 93 126 133 144 179 196 233 239 245 268 1 4 5 1 4 5 1 4 5 1 4 5 1 4 5 1 4 -5 1 4 5 1 4 5 1 4 5 1 4 5· 1 4 5 1 4 5 1 4 5 1 4 5 -2.328 10.965 -4.109 -1. 727 20.801 -14. 83.6 -1.209 ~1.002 lQ.939 1. 404 17.590 -1. 313 0.354 10.298 0.852 2.765 23.157 ,-, 0.869 -0.095 11. 817 -11. 654 0.062 0.438 0.055 -0.041 11. 561 -10.789 -0.012 0.474 0.168 0.075 1. 647 -0.397 -2.863 23.516 -4.343 1. 375 11. 648 7.646 2. 712 4.512 5.499 ~o,363 -2.670 16.094 -1.089 -2.602 18.330 -1.412 -1. 636 12.490 1.415 -7.800 30.066 0.299· 10.821 1. 201 -0.095 -1. 843 23.316 0.149 -10.219 11. 258 -0.012 -0.010 0.403 0.042 -9.845 10.733 ~0.009 0.139 0.499 0.181 0.642 J. 418 -4.266 -14.447 -3.532 1. 409 9.173 6.465 4.737 7. 961 11. 682 45.394 -0.830 45.866 -32.298 45.866/ 104.440 34.732 J o.obo ~113.021 t5"' 0.000 147.191 0.000 17.578 0.000 109.~27 0.000 -171.259 0.000 28.910 0.000 -63.179 0.000 206.214 0.000 19.879 0.000 160.592 0.000 -93.031 0.000 62.381 1.509 49.179 -32.107 62.477 214.028 21.234 0.000 -61.135 0.000 100.573 0.000 16.210 0.000 94.581 0.000 -67.014 0.000 18.219 0.000 -34.758 0.000 61.428 0.000 15.564 0.000 61.225 o.oob -36.292 0.000 14.494 0.108 22.602 0.324 26.270 4.371 17.534 0.000 -25.405 O.QOO 19.474 0.000 -6.661 0.000 -45.532 0.000 -30.812 0.000 30.847 0.000 72.027 0.000 25.918 0.000 16.007 -61. 964 39.397 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -16.403 -137.436 7.838 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.225 -3.207 -0.445 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.885 -4.306 14.494 -0.045 -0.170 0.128 -0.006 -0.164 0.097 0.019 0.182 -0.103 -0.008 0.099 -0.165 0.549 0.248 16.134 0.001 0.038 0.019 0.002 -0.017 -0.040 -0.052 0.205 0.035 -0.028 0.097 0.000 -0.001 -0.035 0.010 0.174 -0.078 0.029 0.029 -0.012 0.038 0.364 0.067 0.219 4.81 .li). ~/3Z- -. t _,. l ... ' -OD(Y3'-I 6 I DR. -ING. WEISS ING.ta<IIEURGESELLSCHAFT mbH AUFTRAG 1.qR:'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.82 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (.kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- 271 1 1. 442 1. 442 7. 00-9 0.000 0.000 -0.044 4 11. 404 8.867 4-4.573 0.000 0.000 -0.087 5 7.430 6.244 30.058 0.000 0.000 -0.090 289 1 -0.548 1. 485 36.077 o.obo 0.000 -0.075 4 30.483 -10.426 -13.971 0.000 0.000 -0.358 5 -6.296 3.845 45.303 0.000 0.000 -0.224 307 1 3.119 0. 459-33.851 1. 781 -8.695 -0.074 4 -1. 271 -2.891 22.182 -15.999 -8.643 0.586 5 1.565 21. 881 32.982 126.443 3 .162· -2.217 310 1 0.138 0.155 4.151 0.120 -0.192 0.010 4 3. 729 3.282 12.699 2.852 -4.635 0.190 5 2.549 7.558 15.86'5 8.039 -2.793 -0.128 316 1 -5.443 -16.090 39.427 0.000 0.000 -0.155 4 -2.918 -11.249 91. 720 0.000 0.000 -0.339 5 -2.774 -9.283 33.712 0.000 0.000 -0.362 328 1 -0.537 0.604 9.896 0.000 0.000 -0.007 4 -0.386 3.163 14. 6-95 0.000 0.000 -0.048 5 -1. 738 10.764 26.822 0.000 0.000 -0.043 339 1 -0.339 -0 .113 0.488 0.000 0.000 0.000 4 -0.047 -0.059 -4 .·01 7 0.000 0.000 -0.039 s -0.394 0.076 -16.230 0.000 0.000 -0.023 343 1 -2.122 -2.819 40.717 0.000 0.000 .:.o. 080 4 32.732 -15.819 -15.258 0.000 0.000 -0.377 5 -7. 671 -0.066 50.018 0.000 0.000 -0.039 355 1 -0.081 -0.130 3.629 -0.035 0.041 0.004 4 1. 965 2.081 3.637 3.032 -2.049 -0.086 5 1. 774 4.108 4.093 6.041 -1.462 -0.446 366 1 -0.095 -3.251 41.123 0.000 0.000 0. 011 4 0.370 ~3.381 97.274 0.000 0.000 -0.223 5 0.014 -2. 721 32.098 0.000 0.000 0.024 389 1 1.808 6.676 33.705 0.000 0.000 0.127 4 21.144 ~o.s50 2.314 d.000 0.000 0.134 5 -3.092 9.342 41.594 0.000 0.000 0.103 409 1 -1. 235 -1.411 19.695 0.000 0.000 0.080 4 17.436 -8,567 -10 .114 0.000 0.000 -0 .112 5 -3.025 -0.444 22. 725 0.000 0.000 -0.100 412 1 3.075 5.287 34.223 0.000 0.000 -0.043 4 3.546 5.702 64.795 0.000 0.000 -0.048 5 3.171 5.808 25. 412 0.000 0.000 -0.080 421 1 0.527 0.628 -2.265 0.000 0.000 -0.021 4 13.036 20.417 -62.452 0.000 0.000 -0.123 5 16.779 27.065 -82.084 0.000 0.000 -0.157 435 1 3.814 8.244 18.257 0.000 0.000 0.143 4 5 .. 883 12.606 44.190 0.000 0.000 -0.085 5 5.808 13.493 10.762 0.000 0.000 -0.050 438 1 1.149 1. 619 5.276 0.000 0.000 0.017 4 14.164 21.902 67.127 0.000 0.000 -0.020 5 18.107 28.549 87.018 0.000 0.000 -0 .116 442 1 0.112 2.072 15.052 0.000 0.000 -0 .134 4 20.002 -5.578 ~17.777 0.000 0.000 -0.304 5 0.416 2.363 13. 415 0.000 0.000 -0.364 453 1 0.092 0.022 9.572 0.000 0.000 -0.009 4 0.145 -0 .111 9.054 0.000 0.000 -0.109 5 -0.537 5.160 18.420 0.000 0.000 0.013 455 1 -0.030 0.295 J,.650 0.000 0.000 0.000 4 0.145 1.011 4.740 0.000 0.000 0.023 5 -0.208 1. 878 12.002 0.000 0.000 0.015 470 1 -0: 396 -0.125 1.467 0.000 0.000 -0.008 4 5.018 0.530 -2.408 0.000 0.000 -0.125 5 -0.363 0.092 -7.374 0.000 0.000 0.071 472 1 0.043 -0.306 1. 636 0.000 0.000 -0.001 4 0.418 -1. 237 7.063 0.000 0.000 -0.023 ( jp-;33 () 00-34-0 1 DR.-ING. WEISS INGl!a~I-EURGESELLSCHAFT mbH AUFTRAG ~R: : 00018 SEITE: 4.83 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/2325+ Knot-Auflage.tkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- 5 -0.121 1. 274, -l;l.692 0.000 0.000 0.011 478 1 -1. 693 -5.310 14.558 0.000 0.000 -0.215 4 1.041 0.658 50.972 0.000 0.000 -0.357 5 1.091 1. 890 20.246 0.000 0.000 -0.454 500 1 -Q.049 0.390 1. 295 0.000 0.000 -0.002 4 0.050 1.006 2. 797 0.000 0.000 0.029 5 -0.140 1. 874 7.836 0.000 0.000 -0.057 508 1 0.043 -0.392 1. 253 0.000 0.000 -0.001 4 0.359 -1.306 4.533 0.000 0.000 -0.007 5 -0.180 1.055 -5.222 0.000 0.000 -0.061 547 1 0.930 -1. 911 25.666 -10.612 -9.484 0.615 4 18. 619 -8. 713 17. 732 -47.882 -113.173-10.877 5 -0.667 20.710 24.996 110.421 7.429 5.290 592 1 -0.017 0.045 9.750 0.000 0.000 0.005 4 0.082 -0.259 9. 314-0.000 0.000 -0.104 5 -0. 772 6.224 21. 77.6 0.000 0.000 0.025 605 1 0.363 -0.025 2.398 0.000 0.000 0.005 4 5.112 0:532 6.541 0.000 0.000 -0.108 5 -0.363 0.125 -9.782 0.000 0.000 -0.038 62.3 1 0. 002' -0.004 1. 445 0.000 0.000 -0.004 4 0.384 0.124 6.174 0.000 0.000 0.023 5 0.089 -0.400 1.538 0.000 0.000 -0 .116 669 1 -3.943 -2,395 50.786 .,.12. 069 5.962 -1. 525 4 22.393 -3.493 59. 311 -12.464 -192.093 0.043 5 -1.077 20.537 48.708 138.898 -37.353 18.601 674 1 -0.948 -0.093 1.145 0.000 0.000 0.003 4 17.506 2.112 -20.956 0.000 0.000 -0.010 5 1.097 0.494 -1. 341 0.000 0.000 0.053 706 1 -0.487 0.34'5 20:983 -0.288 -0.120 0.677 4 7.027 1.779 21. 258 5.507 -23.683 1.747 5 1.039 20.256 28.104 83.997 -2.875 0.432 707 1 0,444 0.034 0.518 0.000 0.000 0.002 4 24.981 3.106 29.383 0.000 0.000 -0.002 5 2.808 0.376 3.323 0.000 0.000 -0.018 734 1 -0.004 -0.051 9.819 0.000 0.000 0.007 4 0.444 -0.074 9.303 0.000 0.000 -0.005 5 -0.779 6.535 22.-390 0.000 0.000 0.057 747 1 0 .015 -0.064 3:167 0.000 0.000 0.005 4 0.357· -0.029 2.993 0.000 0.000 -0.018 5 0.071 0.152 -10.289 0.000 0.000 0.041 766 1 -0.034 0.005 1. 309 0.000 0.000 -0.010 4 2.514 0 . .216 1. 343 0.000 0.000 0.017 5 0 .164 0.752 0.954 0.000 0.000 -0.024 846 1 -0.843 -0.052 1.025 0.000 0.000 0.008 4 23.389 2.816 -28 .119 0.000 0.000 -0.009 5 2.268 0.358 -2. 711 0.000 0.000 0.018 921 .1 0.637 0.067 0.777 0.000 0.000 -0.001 4 · 18. 622 2.288 22.832 0.000 0.000 0.003 5 2.627 0.531 3.264 0.000 0.000 -0.032 979 1 -0.055 0.198 12.314 0.000 0.000 0.017 4 0.203 0.322 12.448 0.000 0.000 0.013 5 -1.780 13.639 48.874 0.000 0.000 0.085 998 1 0:013 -0.033 1. 430 0.000 0.000 0.012 4 0.228 -0.016 0.707 0.000 0.000 -0.003 5 -0. 011 0.300 -31. 945 0.000 0.000 0.065 1005 1 -6.990 2.B4 42 .110 10.312 7.848 2.129 4 16.935 1. 679 40.843 10.858 -64.755 7.381 5 -5.613 28.826 42.638 98.908 -1.147 1.006 1045 1 -0.013 0.052 1. 650 0.000 0.000 -0.007 4 0. 496 0.079 -2.505 0.000 0.000 0.001 5 0.122 -0.539 0.799 0.000 0.000 0.059 1073 1 -3.088 -3.705 59. 724 -17.669 12.501 0.808 U-/34- -AUFTRAG 'i~i/ : DR. -ING. WEISS ING~~IEURGESELLSCHAFT rnbH 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.84 { ooo ~<./-ol LANGENHARDSTRASSE 10 79104 FREl:BURG ZEICH'EN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LF P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- 4 29.645 -4.191 '62.883 -27.696 -274.780 4.413 5 -4.289 27. 796 58.928 217.284 20.059 7.924 1092 1 4.260 2.988 65.238 25.494 0.058 0.666 4 35.707 15.696 70 .196 60.447 -266.900 3.351 5 0.638 46.522 72. 552 306.388 42.649 8.646 1174 1 -0.063 0.44,6 . 1. 388 0.000 0.000 -0.006 4 0. 419 -0.887 -3.033 0.000 0.000 0.033 5 -0.279 2. 2.17 8.983 0.000 0.000 0.042 1188 1 0.034 -0.417 1.531 0.000 0.000 -0.003 4 0.248 0. 494 -1. 338 0.000 0.000 -0.034 5 -0.144 1. 812 -7.517 0.000 0.000 0.035 1230 1 -2.038 -0.688 9.969 0.000 0.000 -0.071 4 4.668 0.116 -21. 420 0.000 0.000 -0.105 5 -0.870 -0 . .298 4.907 0.000 0.000 -0.066 1303 1 1.667 -0.256 7.952 0.000 0.000 0.035 4 8.057 0.481 37.829 0.000 0.000 0.006 5 1.591 -0.036 7 .. 049 0.000 0.000 0.000 1341 1 4.328 -1.473 15.483 0.740 0.494 -0.184 4 25.190 -5.890 18.610 -6.843 -37.560 -0.325 5 4.003 7.091 18.736 18.451 5.567 -1. 390 1465 1 -1. 977 -0,403 20.668 -1. 690 2.977 -0.199 4 3.948 -0.628 8.781 -0.894 -22.904 -0 .110 5 -3.365 13.859 18.539 56.489 6. 960 3.112 1488 1 3.163 2.862 57.767 16.774 -6.285 1.328 4 35.453 5.053 65.218 24.042 -263,. 991 -0.969 5 4.961 37. 84.1 72 .125 274.137 -1.974 2.560 1564 1 -1. 913 -0 .115 87.366 5. 725 7.483 0.047 4 16.464 -0.417 95.230 13.099 -238.012 -8.249 5 -5.225 60.227 87.402 429.664 17. 501 -0. 896 1682 1 11. 560 -3.694 30.514 -3.610 -14.104 ~1. 282 4 27.588 -4.664 29.428 -3.652 -59.787 -2.491 5 9. 969 11.174 32.698 44.109 -9.411 -4.651 1704 1 -2.141 0.754 8.909 1. 846 2. 965 0.113 4 38.287 -14.641 -9.063 -12.828 -40.621 0.514 5 -18.575 15.731 20. 291 23.177 17.800 1. 858 1837 1 -0.002 0.136 -0.238 0.000 0.000 0.012 4 0.297 -0.034 -0.352 0.000 0.000 -0.033 5 0.242 1.246 -4.093 0.000 0.000 0.041 1856 1 -0.078 -0.013 -0.109 0.000 0.000 -0.003 4 0.527 0.502 2.101 0.000 0.000 0.033 5 -0 .118 0.446 1.761 0.000 0 .,000 -0.026 1879 1 3.981 --1.890 51.474 -8.575 -22.079 -0.573 4 27.242 -0. 4 94 54 .. 568 10.762 -177.804 -5.401 5 4:091 26.769 74'.174 209.535 -27.468 -4.192 1896 1 -0.098 -0.146 0.501 0.000 0.000 0.008 4 0.825 o. 4.06 -1. 599 0.000 0.000 -0.107 5 -0.294 0.257 -0.851 0.000 0.000 0.072 1911 1 0.000 o.i66 0.433 0.000 0.000 -0.010 4 0.560 -0.277 0.035 0.000 0.000 0.109 5 -0.092 1.015 2.917 0.000 0.000 -0.081 1918 1 -3.936 -1. 317 47.412 -13.604 19.431 0.139 4 9.168 -0.305 79.347 -2.561 -37.535 -1.092 5 -3.573 23.950 52.100 189.729 26.605 0.348 1948 1 -7.788 5.590 38.027 20.190 14.313 0.041 4 -2.746 9.053 58 .115 36.502 -6.826 -0.308 5 -1. 987 23.668 26.594 109.275 -17.622 1. 769 2049 1 0. 7i6 2.358 39.080 12 .187 -5.717 -0.890 4 19.148 0.716 42. 665 5.672 -119. 529 -11.090 5 -3.923 2,9.609 26.785 221. 484 14.331 -4. 714 2058 1 -3.338 1. 644 14.898 3.324 5.441 0.153 4 12.903 -2.806 13. 792 -9.869 -40.031 0.047 5 -8.128 14.207 14.505 44.212 17.702 3.281 Zll-·t3~ DOOPt/-6 I DR.-ING. WEISS ING.l!.NIEURGESELLSCHAFT rnbH AUFTRAG· iur. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 7·9104 fREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX:· 0761/23251 Knot- Nr. LF Auflagerkraefte (kN) Au.flagermomente (kNm) P-X P-Y P-Z M-X M-Y M-Z 2240 1 4.390 -1.499 4 20. 696 2.534 5 15.390 43.449 Summen Lagerkraefte/Belastung Lage 1 0.000 0.000 Bela 0.000 0.000 Lage 4 799.452 0.000 Bela 799.448 0.000 Lage 5 0.000 791. 683 Bela 0.000 791.682 ERGEBNISSE LF-UEBERLAGERUNG LF-KOMBINATION LFK 302 LF-KOMBINATION-VERZEICHNIS LFK 302 LF-:-Kombination- Bezeichnung Erdbebenlasten KOMBINATIONSKRITERIEN 94.482 98. 726 93.049 1546.817 1546.817 1580.656 1580.657 1580.656 1580.657 3.893 -27.634 -29.446 -143.928 373.626 ,L- ..-1 so ' Kombinations- Kriterium -76.621 1 ODER 4 ODER 5 -3.479 -16.991 -15.566 ---------------------.-----/ ----------------------------------------- LFK LF LF-Bezeichnung Ueber- lagerung Wichtungs- Faktor __________________ , --------------------------------------------------- 302 oder oder 1: Eigengewicht 4: .Erdbeben X.-Richtung 5: Erdbeben Y-Richtung MAX/MIN/ZUG AUFLAGERKRAEFTE UND -MOMENTE Eventuell Eventuell Eventuell 1.000 1.000 1.000 --=-=-==============---=-------==--:---=-=,--------------------=------ Knot-Auflagerkraefte (kN) Auflagermomen~e (kNm) Nr. LFK P-X .P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- 14 302 Max P-X 10.97*. ..:2. 67 45.87 -32.30 -61. 96 -4.31 Min P-X -4 .. 11* 1.6. 09 45.87 104.44 39.40 14.49 Max P-X LF 4 Min P-X LF 5 Max P-Y -4.11 16.09* 45.87 104.44 39.40 14.49 Min P-Y 10.97 -2.67* 45.87 -32.30 -61. 96 -4.31 Max P-Y LF 5 Min P-Y LF 4 Max i?-Z 10.97 -2.67 45.87* -32.30 -61. 96 -4.31 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-X -4 .11 16.09 45.87 104. 4.4 * 39.40 14.49 Min M-X 10.97 -2.67 4-5. 87 -32.30* -61. 96 -4.31 Max M-X LF 5 Min M-X LF 4 Max M-Y -4 .11 16.09 .45.87 104.44 39.40* 14.49 Min M-Y 10.97 -2.67 45.87 -32.30 -61. 96* -4.31 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -4 .11 16.09 45.87 104.44 39.40 14.49* Min M-Z 10.97 -2.67 45.87 -32.30 -61.96 -4.31* Max M-Z LF 5 Min M-Z LF 4 4.85 ' -DR.-ING. WEISS INGENIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 AUFTRAG ~tt:: 00018 n. ZEICHEN: L SEITE: OZ: 4 J.ll'-/.-3&, l>t)O!l3Lf-o I 4.86 Knot-AuflagerkraE;!fte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------·------------------------------------------------------------ 29 302 Max P-X 20·. 80* -2.60 -113.02 0.00 0.00 -0.17 Min P-X -14.84* 18.33 147.19 0.00 0.00 0.13 Max P-X LF 4 Min P-X LF 5 Max P-Y -14..84 18.33* 147.19 0.00 0.00 0.13 Min P-Y 20.80 -2.60* -113. 02 0.00 0.00 -0.17 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -14.84 18.33 147.19* 0.00 0.00 0.13 Min P-Z 20.80 -2.60 ~113. 02* 0.00 0.00 -0.17 Max P-Z LF 5 Min p~z LF 4 Max M-Z -14.84 18.33 147.19 0.00 0.00 0.13* Min M-Z 20.80 -2.60 -113. 02 0.00 0. o.o -0.17* Max M-Z Ll; 5 Min M-Z LF 4 47 302 Max P-X 10.94* 12. 49 -171. 26 0.00 0.00 0.10 Min P-X -1.21* -1. 41 17.58 0.00 0.00 -0.01 Max P-X LF 5 Min P-X LF 1 Max P-Y 10.94 12.49* -171. 26 0.00 0.00 0.10 Min P-Y -1.00 -1. 64* 109.93 0.00 0.00 -0.16 Max· P-Y LF 5 Min P-Y LF 4 Max P-Z -LOO -'-1. 64 109.93* 0.00 0.00 -0.16 Min P-Z 10.94 12.49 -171. 26* 0.00 0.00 0.10 Max P-Z LF 4 Min P-Z LF 5 Max M-Z 10.94 12. 49 · -171. 26 0.00 0.00 0.10* Min M-Z -1.00 -i.64 109·. 93 0.00 0.00 -0.16* Max M-Z LF 5 Min M-Z LF 4 81 302 Max P-X 17.59* -7.80 -63.18 0.00 0.00 0.18 Min P-X -1. 31* 30.07 206.21 0.00 0.00 -0.10 Max P-X LF 4 Min P-X LF 5 Max.P-Y -1.31 30.07* 206.21 0.00 0.00 -0.10 Min P-Y 17.59 -7.80* -63.18 0.00 0.00 0.18 Max P-Y LF 5 Min P-Y LF 4 Max P"'-Z -1.31 30.07 206.21* 0.00 0.00 -0.10 Min P-Z 17.59 -7.80 -63.18* 0.00 0.00 0.18 Max .p-z LF 5 Min P'-Z LF 4 Max M-Z 17.59 -7.80 -63.18 0.00 0.00 0.18* Min M-Z ~1. 31 30.07 206.21 0.00 0.00 -0.10* Max M-Z LF 4 Min·M~z LF 5 93 302 Max P-X 10.30* LO. 82 160.59 0.00 0.00 0.10 Min P.-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 10.30 10.82* 160.59 0.00 0.00 0.10 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 4 Min P-Y LF Max P-Z 10.30 10.82 160.59* 0.00 0.00 0.10 Min P-Z 0.85 1.20 -93.03* 0.00 0.00 -0.17 Max P-Z LF 4 Min P-Z ·LF 5 Max M-Z 10.30 10.82 160.59 0.00 0.00 0.10* Min M-Z 0.85 1.20 -93.03 0.00 0.00 -0.17* \,, DR. -ING. WEISS ING~NIEURGE~ELL~CHAFT mbH· AUFTRAG Nil'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.87 LANGENHARDSTRASSE 19 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max M-Z LF 4 Min M-Z LF 5 126 302 Max P-X 23.16* -1.84 49.18 -32 .11 -137.44 0.25 Min P-X 0. 00-* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 0.87 23.32* 62.48 214.03 7.84 16.13 Min P-Y 23.16 -1.84* 49.18 -32 .11 -137.44 0.25 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0.87 23.32 62.48* 214.03 7.84 16.13 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X 0.87 23.32 62. 48 214.03* 7.84 16.13 Min M-X 23.16 -1. 84 49.18 -32.11* -137.44 0.25 Max M-X LF 5 Min M-X LF 4 Max M-Y 0.87 23.32 62:48 214.03 7.84* 16.13 Min M-Y 23,16 -1. 84 49.18 -32 .11 -137.44* 0.25 Max M-Y LF 5 Min M-Y LF 4 Max M-Z 0.87 23.32 62.48 214.0,3 7.84 16.13* Min M-Z o.oo. 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 133 302 Max P-X 11.82* -10.22 -61.13 0.00 0.00 0.04 Min P-X -11. 65* 11. 26 100.57 0.00 0.00 0.02 Max P-X LF 4 Min P-X LF 5 Max P-Y -11. 65 11.26* 100.57 0.00 0.00 0.02 Min P-Y 11. 82 -10.22* -61.13 0.00 0.00 0.04 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -11. 65 11. 26 1-00·. 57* 0.00 0.00 0.02 Min P-Z 11. 82 -10.22 -61.13* 0.00 0.00 0.04 Ma~ P-Z LF 5 Min P-Z LF 4 Max M-Z 11. 82 -10.22 -61.13 0.00 0.00 0.04* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 4 . Min M-Z LF 144 302 Max P-X 0.44* -0.61 94.58 0.00 0.00 -0.02 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 0.05 0.40* -67.01 0.00 0.00 -0.04 Min P-Y 0.06 -0.01* 16.21 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y ~F 1 Max P-Z 0.44 -0.01 94.58*· 0.00 0.00 -0.02 Min P-Z 0.05 0.40 -67.01* 0.00 0.00 -0.04 Max P-Z LF 4 Mi'n P-Z LF 5 Max M-Z 0.06 -0.01 16.21 0.00 0.00 0.00* Min M-Z 0.05 0.40 _:67.01 0.00 0.00 -0.04* Max M-Z LF 1 Min M-Z LF 5 179 302 Max P-X 11. 56* -9.85 -34.76 0.00 0.00 0.20 Min P-X -10.79* 10.73 61.43 0.00 0.00 0.04 Max P-X LF 4 Min P-X LF 5 DR.-ING. WEISS ING~NIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 . 79104 FR]j!IBURG TEL: 0761/31462 FAX: 0761/23251 n AUFTRAG i;i·lz: : 00018 ZEICHEN: L ,1#-/.&B 6bDi3 t.f-O J SEITE: 4.88 OZ: 4 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------·-----·------------------------ Max p.-y -10.79 10.73* 61. 43 0.00 0.00 0.04 Min P-Y 11. 56 -9.85* -34.76 0 . .00 0.00 0.20 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -10.79 10.73 61. 43* 0.00 0.00 0.04 Min P-Z 11.56 -9.85 ~34.76* 0.00 0.00 0.20 Max P-Z LF 5 Min P-Z LF 4 Max M-·Z 11.56 -'-9.85 -34.76 0.00 0.00 0.20* Min M-Z -0.04 0.04 18.22 o.oo 0.00 -0.05* Max M-Z LF 4 Min M-Z LF 1 196 302 Max P-X 0.47* 0.14 6!".22 0.00 0.00 0.10 Min P-X -0.01* -0.01 15.56 0.00 0.00 -0.03 Max P-X LF 4 Min P-X LF 1 Max P-Y 0.17 0.50* -36.29 0.00 0.00 0.00 Min P-Y -.0.01 -so. 01* 15 .. 56 0.00 0.00 -0.03 Max P-Y LF 5 Min P-Y LF 1 Max P-'-Z 0.47 0.14 61. 22* 0.00 0.00 0.10 Min P-Z 0.17 ,o. 50 -36.29* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF 5 Max M-Z 0.47 0.14 61.22 0.00 0.00 0.10* Min M-Z -0.01 -0.01 15.56 0.00 0.00 -0.03* Max M-Z LF 4 Min M-Z LF 1 233 302 Max P-X 1.65* 0.64 22.60 0.32 -3.21 -0.04 Min P-X -0.40* 3 .• 42 26.27 4.37 -0.44 0.01 Max P-X LF 4 Mip P-X .. LF 5 Max P-Y -0.4-0 3.42* 26.27 4.37 -0.44 0.01 Min P-Y 0.0() 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z -0.40 3.42 26.27* 4.37 -0.44 0.01 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X -0.40 3. 4·2 26.27 4.37* -0.44 0.01 Min M~x 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y 0.00 0.00 0.00 0.00 0.00* 0.00 Min M-Y 1. 65 0.64 22.60 0.32 -3.21* -0.04 Max M-Y LF Min M-Y LF 4 Max M-Z -0.40 3.42 26.27 4.37 -0.44 0.01* Min M-Z 1. 65 0.64 22.60 0.32 -3.21 -0.04* Max M-Z LF 5 Min M-Z LF 4 239 302 Max P-X 23.52* -14·. 45 -25.41 0.00 0.00 -0.08 Min P-X -4.34* -3.53 19.47 0.00 0.00 0.03 Max P-X LF 4 Min P-X LF 5 Max P-Y 0.00 Q.00* 0.00 0.00 0.00 0.00 Min P-Y 23.52 -14. 4-S* -25.41 0.00 0.00 -0.08 Max P-Y LF Min P-Y LF 4 Max P-Z -4.34 -3.53 19.47* 0.00 0.00 0.03 Min P-Z 23.52 -14.45 -25.41* 0.00 0.00 -0.08 INGli:Nil!;URGESELLSCHAFT . , ., ~· DR. -ING. WEISS mbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.89 LANGENHARDSTRASSE 10 79104 FREIBURG 'ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN)· Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z -----------------.-·------------·------------------------------------- Max P-Z LF 5 Min P-Z LF 4 Max M-Z -2.86 -4.27 17.53 0.00 0.00 0.17* Min M-Z 23.52 -14.45 -25.41 0.00 0.00 -0.08* Max M-Z' LF 1 Min M-Z .LF 4 245 302 Max P-X 11. 65* 9.17 -45.53 0.00 0.00 -o.oi Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min l?-X LF Max P-Y: 11. 65 9 .17*, -45.53 0.00 0.00 -0.01 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 4 Min i?-Y LF Max P-Z 0.00 0.00 0. 0.0* 0.00 0.00 0.00 Min P-Z 11. 65 9.17 -45.53* 0.00 0.00 -0.01 Max P-Z LF Min P-Z LF 4 Max M-Z 7.65 6.47 -30.81 0.00 0.00 0.04* Min M-Z 11. 65 9.17 -45.53 0.00 0.00 -0.01* Max M-Z LF 5 Min M-Z LF 4 268 302 Max P-X 5.50* 11.68 25.92 0.00 0.00 0.22 Min P-X 0. 00,* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 5 Min P-X LF Ma-x P-Y 5.50 11. 68* 25.92 0.00 0.00 0.22 Min P-Y 0.00 0.00* 0-. 00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z 4.51 7 .96 72. 03* 0.00 0.00 0.07 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 2. 71 4.74 30.85 0.00 0.00 0.36* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 1 Min ·M-Z LF 271 302 Max P-X 11. 40* 8.87 44.57 0.00 0.00 -0.09 Min P-X 0.00* 0. 00 . 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 11. 40 8.87* 44.57 0.00 0.00 -0.09 Min P-Y 0.00 ·O. 00* 0.00 0.00 0.00 0.00 Max P-Y LF 4 Min P-Y LF Max P-Z 11.40 8.87 44.57* 0.00 0.00 -0.09 ·Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF MqX M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 7.43 6.24 30'. 06 0.00 0.00 -0.09* .Max M-Z LF ·Min M-Z LF 5 289 302 Max P-X 30.48* -10.43 ,-13.97 0.00 0.00 -0.36 Min p.,.x -6.30* 3.85 45.30 0.00 0.00 -0.22 Max P-X LF 4 Min P-X LF 5 Max P-Y -6.30 3.85* 45.30 0.00 0.00 -0.22 Min P-Y 30.48 -10.43* -13.97 0.00 0.00 -0.36 Max P-Y LF 5 Min P-Y LF 4 DR.-ING. WEISS ING~~IEURGESELLSCHAFT rnbH AUFTRAG· ~it'. ; 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.90 ( LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Aufla·gE=r kraefte (kN) Auflagermomente (kNm) 'Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ------------------------------------------.--------------------------- Max P-Z -6.30 3.85 45.30* 0.00 0.00 -0.22 'Min P-Z 30.48 -10.43 -13.97* 0.00 0.00 -0.36 Max P'-Z LF 5 Min P-Z LF 4 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 30.48 -10.43: -'13.97 0.00 0.00 -0.36* tvrax M-Z LF Min M-Z LF 4 307 302 Max p..:x 3.12* 0.4-6 33.85 1. 78 -8.69 -0.07 Min P-X -1.-27* -2.89 22.18 -16.00 -8.64 0.59 Ma.x ~-x · LF 1 Min P-X LF 4 Max P-Y 1.57 21.·88* 32.98 126.44 3.16 -2.22 Min P-Y -1.27 -2.89* 22.i'0 -16.00 -8.64 0.59 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 3.12 0. 46 33.85* 1. 78 -8.69 -0.07 Min P-Z . o. bo 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 1 Min P-Z LF Max M-X 1. 57 21. 88 32.98 126.44* 3.16 -2.22 Min M-X ,-1.27 -2.89 2·2 .18 -16. 00* -8.64 0.59 Max M-X LF 5 Min M-X LF 4 Max M-Y 1.57 21. 88 32.98 126.44 3.16* -2.22 Min M·-Y 3.12 0.46 33. 85 . 1. 78 -8.69* -0.07 Max M-Y LF 5 Min M-Y LF 1 Mi;iX M~z -1.27 -2.89 22.18 -16.00 -8.64 0.59* Min M-Z 1.57 21. 88 32.98 126.44 3.16 -2.22* Max M-Z LF 4 Min M'-Z LF 5 310 302' Max P-X 3. 73·* 3.28 ,12. 7,0 2.85 -4.64 0.19 Min P~X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 2.55 7.56* 15.86 8.04 -2.79 .:.o .13 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z 2.55 7.56 15.86* 8.04 -2.79 -0.13 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X 2. 5.5 7.56 15.86 8.04* -2.79 -0.13 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y 0.00 0.00 0.QO 0.00 0.00* 0.00 Min M-Y 3.73 3.28 12.70 2.85 -4.64* 0.19 Max M-Y LF Min M-Y LF 4 Max M-Z 3.73 3.28 12.70 2.85 -4.64 0.19* Min M-Z 2.55 7.56 15.86 8.04 .:.2. 79 -0.13* Max M-Z LF 4 Min M-Z LF 5 316 302 Max P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Min P-X -5. 4-4'* -16.09 39.43 0.00 0.00 -0.16 Max P-X LF Min P-X LF 1 Max P-Y 0.00 Q.00* 0.00 0.00 0.00 0.00 Min P-Y -5.44 -16.09* 39.43 0.00 0.00 -0.16 \ -DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 { .. ' AUFTRAG NR:: 00018 ZEICHEN: L 41-14-/ ~/)(),3'-f o 1 - SEITE: 4.91 OZ: 4 Knot-Auflagerkraefte (kN). Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-'Z' M-X M-Y M-Z ------------------------~-· ____ . ___ , _____________ . ____________________ Max P-Y LF Min P-Y LF 1 Max P-Z "-2; 92 -11. 25 91. 72* 0.00 0.00 -0.34 Min P-Z 0.00 0.00 O.Ob* o·. oo 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z -2.77 -9.28 .33. 71 0.00 0.00 -0.36* Max M-Z LF Min M,..z LF .5 328 30'2 Max P-X ·o .,oo* .Q.00 d.00 0.00 0.00 0.00 Min P-X -1.74* 10.76 26.82 0.00 0.00 -0.04 Max P-X LF Min P-X LF 5 Max p.,..y -1.74 10.76*· 2"6. 82 0.00 0.00 -0.04 Min.P-Y 0.00 0 ,0.0* 0.00 0.00 0.00 0.00 Max P-Y LF 5 'Miri P-Y LF Max P-Z -I. 74 10.76 26.82* 0.00 0.00 -0.04 Min. .P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P:-Z LF ;i Min P-Z LF Max M-Z 0.00 0.00 o. o'o 0.00 0.00 0.00* Min M-Z -0.39 3.16 14.69 0.00 0.00 -0.05* . Max M-Z LF Mi.n M-Z LF 4 339 302 Max P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Min P-X -0.39* 0.08 -16.23 0.00 0.00 -0.02 Max P-X LF Min r-x LF 5 Max P-Y -0.39 0.08* -16 .. 23 0.00 0.00 -0.02 Min P-Y -0.34 -0 .11* 0.49 0.00 0.00 0.00 Max P-Y LF 5 · Min. P-Y LF 1 Max p~z -0.34 -0.11 0.49* 0.00 0.00 0.00 Min P-Z -0.39 0.08 -16.23* 0.00 0.00 -0.02 Max P-Z LF 1 Min P-Z LF 5 Max M-Z 0.00 0.00 0.00 0.00 O.QO 0.00* Min r-hz -0.05 -0.06 -4,. 02 0.00 0.00 -0.04* Max M-Z LF Min M-Z LF 4 343 302 Ma-x P-X 32.73* -15.82 -15. 26 0.00 0.00 -0.38 Min P-X -7.67* -0.07 50.02 0.00 0.00 -0.04 Max P-X LF 4 Min P-X LF 5 Max ~-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Min P-Y 32.73 -15 .. 82* -15.26 a.do 0.00 -0.38 Max P-Y LF Min P-Y LF 4 Max P-Z -7.67 -0.07 50.02* 0.00 0.00 -0.04 Min P.-z 32.73, -15.82 -15.26* 0.00 0.00 -0.38 Max P-Z LF 5 Min P-Z LF 4 Max M-Z 0.00 0.00 0.00 0.00 0 .·00 0.00* Min M-Z 32.73 -15.82 -15.26 0.00 0.00 -0.38* Max M-Z LF Min M-Z LF 4 355 302 Max P-X 1.97* 2.08 3.64 3.03 -2.05 -0.09 Min P-X -0.08* -0.13 3.63 -0.04 0.04 0.00 Max P-X LF 4 Min P-X . LF 1 4).-i~z. .. DOOol/---() ( DR. -ING. WEISS INGl!..~IEURGESELLS.CHAFT mbH AUFTRAG 1'.~, :' : 00018 SEITE: 4.92 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE TEL: 0761/31462 Knot- Nr. LFK 10 FAX: 79104 FREIBURG ZEICHEN.: 0761/23251 - Aufl~gerkraefte (kN) P~x P-Y P-Z L OZ: 4 Auflagermomente (kNm) M-X M-Y M-Z ----------------------------------------------------------------------- 366 302 389 409 302 Max P-Y Min P-Y Max P-Y Min p·-y Max P-Z Min P-Z Max P-Z Min P-Z Max M-X Min M-X Max M-X Min M-X Max M-Y Min M-Y Max M~Y Min M-Y Max M-Z Min M-Z Max M-Z Min M~z Max P-:-X Min ,P-X Max p.:...x Min P-X Max P-Y M;Ln P-Y Max P-Y Min P-Y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M;-Z Max M-Z Min M-Z Max P-X Min P-X Max P-X Min ·P-X Max p~.y Min P-Y Max· p~y Min p~y Max P-Z Min P-Z Max P-Z Min P-Z Max M-Z Min M-Z Max M-Z Mi.n M..:z Max P-X Min P-X Max P-X Min P-X Max P-Y Min P-Y Max P-Y Min P-Y Max P-Z Min P-Z 1. 7'7 -0.08 LF 5 LF 1 1. 77 0.00 LF 5 LF 1. 77 -0.08 LF 5 LF 1 -0 .. 08 1. 97 LF ·1 LF 4 -0.08 1. 77 LF 1 LF 5 0 .. 37* -0.09* LF 4 LF 1 0.00 0.37 LF LF 4 0.37 0.00 LF 4 LF 0.01 0.37 LF 5 LF 4 21.14*' -3.09* LF 4 LF 5 ~3.09 21.14 LF 5 LF 4 -3.09 LF LF LF LF 0. 00. 5 21. i4 0.00 4 i7.44* -3.03* LF 4 LF 5 0.00 17.44 LF LF 4 -3.03 17". 44 4.11* -0.13* .4 .11 Q.00 4 .11 ...:.o, 13 -0.13 2.08 -0.13 4 .11 -3,.38 -3.25 · 0. 00*·. -3.38* -3.38 0.00 ~2.12 ...,3_38 -0.55 9.34 9.34* -0.55* <:).34 0.06 -0.55 0.00 -8.57 -0.44 0.00* -8.57* -0.44 -8.57 4. 09. · 3. 63 4.09* 0.00* 4.09 3.63 3.63 3. 6'4 3.63 4.09 97.27 41.12 0.00 . 97 .27 97.27* 0.00* 32 .10 97.2'7 2.31 41.59 41. 59 2.31 41. 5'9* 0.00* 2 .-31 0.00 -10.11 22.73 0.00 -10 .11 22. 73* -10.11* 6.04 -0.04 6.04 0.00 6.04* -0.04* -0.04 3.03 -0.04 6.04 0.00 0.00 0.00 0.00 0.06 0.00 0.00 (LOO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1. 46 0.04 -1. 46 0.00 -1. 46 0.04 0.04* -2.05* 0.04 -1. 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 -0.45 0.00 -0.45 0.00 0.00 -0.09 0.00* -0.45* -0.22 0.01 0.00 -0.22 -0.22 0.00 0.02* -0.22* 0.13 0.10 0.10 0.13 0.10 0.00 0.13* 0.00* -0.11 -0.10 0.00 -0.11 -0.10 -0.11 ( DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH. BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 . AUFTRAG ~R. : .00018 ZEICHEN: L µI -/.c/0 ()OD3lf-o/ SEITE: 4.93 OZ: 4 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Z LF 5 Min P-Z LF 4 Max M-Z -1. 24 -1.41 19.69 (J.00 0.00 0.08* Min M-Z 17.44 --$. 57 -10 .11 0.00 0.00 .-0.11* Max M-Z LF 1 Min M~z LF 4 .412 302 Max P-X 3.55* 5.70 64.79 0.00 0.00 -0.05 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max J;>-X LF 4 Min P-X LF Max P-Y 3.17 5.81* 25. 41 0.00 0.00 -0.08 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Mih P-Y LF 'Max P:-Z 3.55 5.70 64·. 79* 0.00 0.00 -0.05 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 3.17 5.81 25.41 0.00 0.00 -0.08* Max M-Z LF Min M-Z LF 5 421 302 Max p~x 16.78* 27.07 -82.08 0.00 0.00 -0.16 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 M<;tX P-X LF 5 Min P-X . LF Max P-Y 16.78 27. 07* -82.08 0.00 0.00 -0.16 Min P.-Y 0.00 0.00* 0.00 0.00 0.00 0 . .00 Max P-Y LF 5 Min P-Y LF Max P-Z 0.00 0.00 ·o. oo* 0.00 0.00 0.00 Min P-Z 16.78 27.07 -82.08* 0.00 b.00 -0.16 Max P-'-Z LF Min P-Z LF 5 M'ax M-'-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 16.78 27.07 -82.08 0.00 0.00 -0.16* Max M-Z LF Mih M-Z LF 5 435 302 Max P-X 5.88* 12.61 44.19 0.00 0.00 -0.09 Min p~x 0.00* 0.00 d.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 5.81 13.49* 10.76 0.00 0.00 -0.05 Min P-'t 0.00 o. 0.0* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max p,..z 5.88 12. (51: 44.19* 0.00 0.00 -0.09 Min P-Z' 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z ;3.81 8.24 18. 26 0.00 0.00 0.14* Min M-Z 5. 8'8 12.61 44.19 0.00 0.00 -0.09* Max M-Z LF 1 Min M-Z LF 4 438 302 Max P-X 18,.11* 28.5::i 87.02 0.00 0.00 -0.12 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max i?-x LF 5 Min P-X LF Max P-Y 18 .11 28.55* 87.02 0.00 0.00 -0.12 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF ( ·, -DR.-ING. WEISS ING~clIEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 - Knot-Au-flagerkraefte Nr. LFK p~x P-Y r .. --'\ AUFTRAG NR·. : 00018 ZEICHEN: L SEITE: OZ: 4 m-144- 6ooot1 ol - 4.94 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z ------------------------------------------·--------------------------- Max P-Z 18 .11 28.55 87.02* 0.00 0.00 -0.12 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max i?-z LF 5 Min P-Z LF Max M-Z 1.15 1. 62 5.28 0.00 0.00 0.02* Min M--Z 18 .11 28.55 87.02 0.00 0.00 -0.12* Max-M-Z LF 1 Min M-Z LF 5 44"2 ·302 Max P-X 20.00* -5.58 -17. 78 0.00 0.00 -0.30 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X I,,F 4 Min P-X LF Max P-Y 0.42 2.36* 13. 41 0.00 0.00 -0.36 Min p..,.y 20.00 -5.58* -17.78 0.00 0.00 -0.30 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0.11-2.07 15.05* 0.00 0.00 -0.13 Min P-Z 2:0. 00 -5.58 -17. 78* 0.00 0.00 -0.30 Max P-Z LF l Min P-Z LF 4 Max M-Z (). 00 0.00 0.00 0.00 0.00 0.00* Min M-Z 0.42 2.36 13.41 0.00 0.00 -0.36* Max M-Z LF Min M-Z LJ; 5 453 302 Max P-X Q.14* -0.li 9.05 0.00 0.00 -0.11 Min P-X -0.54* 5.16 18.42 0.00 0.00 0.01 Max P-X LF 4 Min P-X LF 5 Max P-¥ -0.54 5.16* 18. 4-2 · 0. 00 0.00 0.01 Min P-Y 0.14 ~o .11* 9.05 0.00 0.00 -0.11 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -0.54 5.; 16 18. 42* 0.00 0.00 0.01 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-Z -0.54 5.16 18.42 0.00 0.00 0.01* Min M-Z 0.14 -0.11 9.05 0.00 0.00 -0 .11 * Max M-Z LF 5 Min M-Z LF 4 455 302 Max P-X 0 .14* 1.01 4.74 0.00 0.00 0.02 Min P-X -0.21* 1.88 12.00 0.00 0.00 0.01 Max P-X LF 4 Min P-X LF 5 Max P-Y -0.21 1.88* 12.00 0.00 0.00 0.01 Min P-Y 0.00 0.00* o .. ·oo 0.00 0.00 0.00 · Max P-Y LF 5 Min P-Y LF Max P-Z -0.21 1.88 12.00* 0.00 0.00 0.01 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-Z 0.14 1.01 4,74 0.00 0.00 0.02* Min ~-z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 4 Min M-Z LF 470 302 Max P-X 5.02* 0.53 -2.41 0.00 0.00 -0.13 Min P-X -0.40* -0.13 1. 47 0.00 0.00 -0.01 Max P-X LF 4 Min P-X LF 1 Max P-Y 5.02 0.53* -2.41 0.00 0.00 -0.13 Min P-Y -0.40 -0.13* 1. 47 0.00 0.00 -0.01 { ) .. \ 0 - DR. -ING. WEISS ING~~IEURGESELLSCHAFT mbH-AUFTRAG i(I~: 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.95 LANGENHARDSTRASSE 10 -79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max ·p-y LF 4 Min P-Y LF 1 Max P-Z -0.40 -0.13 1.47* 0.00 0.00 -0.01 Min P-Z -0.36 0.09 -7.37* 0.00 0.00 0.07 Max P-Z LF 1 Min P-Z LF 5 Max M-Z -0.. 36 0.09 -7.37 0.00 0.00 0.07* Min M-Z 5.02 0 .. 53 -2.41 0.00 0.00 -0 .13* Max M-Z LF 5 Min M-Z LF 4 472 302 Max P-X 0.42* -1.24 7.06 0.00 0.00 -0.02 Min P-X -s0.12* 1.27 -8.69 0.00 0.00 0.01 Max P-X LF 4 Min P-X LF 5 Max P:-Y -0.12 1. 27* -8.69 0.00 0.00 0.01 Min P-Y 0.42 -1.24* 7.06 0.00 0.00 -0.02 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0.42 -i.24 7.06* 0.00 0.00 -0.02 Min P-Z -0.12 1.27 -8. 6'9* 0.00 0.00 0.01 Max p~z LF 4 Min P-Z LF 5 Max M-Z -0.12 1. 27 -8.69 0.00 0.00 0.01* Min M-Z 0. 42 -1.24 7.06 0.00 0,00 -0.02* Max M-Z LF 5 Min M~z LF 4 478 302 Max P-X 1.09* 1. 89 20.25 0.00 0.00 -0.45 Min P-X -1.69* -5.31 14 ,• 56 o.cio 0.00 -0.22 Max P-X LF 5 Min P-X LF 1 Max P-'Y 1.09 1.89* 20.25 0.00 0.00 -0. 45 Min P-Y -1. 69 -5.31* 14.56 0.00 0.00 -0.22 Max P-Y LF 5 Min P-Y LF 1 Max P-Z 1.04 0.66 50.97* 0.00 0.00 -0.36 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 1.09 1. 89 20.25 0.00 0.00 -0.45* Max M-Z LF Min M-'-Z LF 5 500 302 Max P-X 0. 05* 1.01 2.80 0.00 0.00 0.03 Min P-X -0.14* 1. 87 7.84 0.00 0.00 -0.06 Max P-X LF 4 Min P-X LF 5 Max P-Y -0.14 1.87* 7.84 0.00 0.00 -0.06 Min P-Y 0.00 0.00* 0,00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z -0.14 1. 87 7.84* 0.00 0.00 -0.06 Min P-Z 0.00 0.00 0 .-00* 0.00 0.00 0.00 Max P-Z LF 5 ·Min P-Z LF · Max M-Z 0.05 1.01 2.80 0.00 0.00 0.03* Min M-Z -0.14 1. 87 7.84 0.00 0.00 -0.06* Max M-Z LF 4 Min M-Z LF 5 508 302 Max P-X 0. 3.6* -1.31 4.53 0.00 0.00 -0.01 Min P-X -0.18* 1.05 -5.22 0.00 0.00 -0.06 Max P-X LF 4 Min P-X LF 5 -~ /~ DR. -ING. WEISS ING~clIEURGESELLSCHAFT nibH AUFTRAG 1,R·: : 00018 SEITE: 4.96 BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104. FREIBURG · ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Y -0.18 1.05* ~5.22 0.00 0.00 -0.06 Min P-Y 0.36 -1. 31 * 4.53 0.00 0.00 -0.01 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0.36 -i. 31 4:53* 0.00 0.00 -0.01 Min P-Z -0.18 1.05 -5.22* 0.00 0.00 -0.06 Max P-Z LF 4 Min P-Z LF 5 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z -0.18 1.05 -5.22 0.00 0.00 -0.06* Max M-Z LF Min M-Z LF 5 547 302 Max P-X 18.62* -8. 71 17.73 -47.88 -113.17 10.88 Min P-X -0.67* 20. 71 · 25. o_o 110. 42 7.43 5.29 Max P-X LF 4 Min P-X J;,F 5 Max P-Y -0.67 20.71* 2.5.00 110.42 7.43 5.29 Min P-Y 18.62 -8.71* 17.73 -47.88 -113.17 10.88 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0.93 -1.91 25.67* -10.61 -9.48 0.62 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 1 Min P-Z LF Max M-X -0.67 20.71 25.00 110. 42*" 7.43 5.29 Min M-X 18.62 -8. 71 17.73 -47.88* -113.17 10.88 Max M-X LF 5 Min M-X · LF 4 Max M.:..Y -0.67 20.71 25.00 110. 42 7.43* 5.29 Min M-Y 18.62 -8. 71 17.73 -47.88 -113.17* 10.88 Max M-Y LF 5 Min M-Y LF 4 Max M-Z 18.62 -8.71 17. 73 -47.88 -113.17 10.88* Min M-Z '0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 4 Min M-Z LF 592 302 Max P-X ·o. 08* -0.26 9.;n 0.00 0.00 -0.10 Min p~x -0.77* 6.22 21.73 0.00 0.00 0.03 Max P-X LF 4 Min P-X LF 5 Max p.,.y -0.77 6.22* 21.73 0.00 0.00 0.03 Min P-Y 0.08 -0 .. 26* 9.31 0.00 0.00 -0.10 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -0. 77 6.22 21.73* 0.00 0.00 0.03 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-Z -0.77 6.22 21. 73 0.00 0.00 0.03* Min M-Z 0.08 -0.26 9.31 0.00 0.00 -0.10* Max M-Z LF 5 Min M-Z LF 4 605 302 Max P-X 5 .11* 0.53 6.54 0.00 0.00 -0.11 Min P-X -0.36* 0.13 -9.78 0.00 0.00 -0.04 Max P-X LF 4 Min P-X LF 5 Max P-Y 5.11 0.53* 6.54 0.00 0.00 -0.11 Min P-Y 0.36 -0.03* 2.40 0.00 0.00 0.00 Max P-Y LF 4 Min P-Y LF 1 Max P-Z 5.11 0.53 6.54* 0.00 0.00 -0.11 Min P-Z -0.36 0. :13 -9.78* 0.00 0.00 -0.04 '' ·-,~ DR. -ING. WEISS INGh~IEURGESELLSCHAFT mbH AUFTRAG t~i, '. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.97 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z -------------------------------------~------------------------------- Max P-Z LF 4 Min P-Z LF 5 Max M-Z 0.36 -0.03 2.40 0.00 0.00 0.00* Min M-Z 5.11 0.53 6.54 0.00 0.00 -0.11* Max M-Z LF :I, Min M-Z LF 4 623 302 Max P-X 0.38* 0.12 6.17 0.00 0.00 0.02 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 0.38 0.12* 6.17 0.00 0.00 0.02 Miri p...:y 0. 09. -0.40* 1. 54 0.00 0.00 -0.12 Max P-Y LF 4 Min P-Y LF 5 Max P-Z 0.38 0.12 6.17* 0.00 0.00 0.02 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 0.38 0.12 6.17 0.00 0.00 0.02* Min M-Z 0.09 -0.40 1. 54 0.00 0.00 -0.12* Max M-Z LF 4 Min M-Z LF 5 669 302 Max P-X 22.39* -3. 49 59.31 -12.46 -192.09 0.04 Min P-X -3.94* -2.39 50.79 -12.07 5.96 -1. 52 Max P-X LF 4 Min P-X LF 1 Max P-Y -1.08 20.54* 48. 71 138.90 -37.35 18.60 Min P-Y 22.39 -3. 4,9* 59.31 -12.46 -192.09 0.04 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 22.39 -3.49 59.31* -12.46 -192.09 0.04 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-X -1.08 20.54 48.71 138. 90* -37.35 18.60 Min M-X 22.39 -3.49 59.31 -12.46* -192.09 0.04 Max M-X LF 5 Min M-X LF 4 Max M-Y -3.94 -4.39 50.79 -12:07 5. 96* -1. 52 Min M-Y 22.39 -3.49 59.31 -12.46 -192.09* 0.04 Max M-Y LF 1 Min M-Y LF 4 Max M-Z -1.08 20.54 48. 71 138.90 -37.35 18.60* Min M-Z -3.94 -2.39 50.79 -12.07 5. 96 -1.52* Max M-Z LF 5 Min M-Z LF 1 674 302 Max P-X 17. 51* 2.11 -20. 96 0.00 0.00 -0.01 Min P-X -0.95* -0.09 1.14 0.00 0.00 0.00 Max p~x LF 4 Min P-X LF 1 Max P-Y 17.51 2 .11* · -20. 96 0.00 0.00 -0.01 Min P-Y -0.95 -0.09* 1.14 a.do 0.00 0.00 Max P-Y LF 4 Min P-Y LF 1 Max P-Z -0.95 -0.09 1.14* 0.00 0.00 0.00 Min P-Z 17.51 2 .11 -20.96* 0.00 0.00 -0.01 Max P-Z LF 1 Min P-Z LF 4, Max M-Z 1.10 0.49 -1.34 0.00 0.00 0.05* Min M-Z 17.51 2.11 -20. 96 0.00 0.00 -0.01* Max M-Z LF 5 Min M-Z LF 4 ( \ -~ 1 DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 ( AUFTRAG N~. : 00018 ZEICHEN: L m-148 DOOi3lf--D I SEITE: 4.98 OZ: 4 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z . . 706 302 Max P-X 7.03* 1. 78 21. 26 5.51 -23.68 1. 75 Min P-X -0. 4 9* 0.34 20.98 -0.29 -0.12 0.68 Max P-X LF 4 Min P-X LF 1 Max P-Y 1.04 20.26* 28.10 84.00 -2.88 0.43 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z 1.04 20.26 28.10* 84.00 -2.88 0.43 Min P-Z 0.00 a.ob 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X 1.04 20.26 28.10 84.00* -2.88 0.43 M"in M-X -0.49 0.34 20.98 -0.29* -0.12 0.68 Max M-X LF 5 Min M-X LF 1 Max M-Y 0.00 o.oo 0.00 0.00 0.00* o·. oo Min M-Y 7.03 1. 78 21.26 5.51 -23.68* 1. 75 Max M~Y LF Min M-Y LF 4 Max M-Z 7.03 1. 78 21. 26 5.51 -23.68 1.75* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 4 Min M-Z LF 707 302 Max P-X 24.98* 3.11 29.38 0.00 0.00 0.00 Min i?-x 0.00* 0.00 0.00 0.00 0.00 0.00 Max p~x .LF 4 Min P-X LF Max P-Y 24.98 3.11* 29.38 o. oo· 0.00 0.00 M.i,.n P-Y 0.00 0.00* 0.00 0.00 o.oo 0.00 Max P-Y LF 4 Min P-Y LF Max P-Z 24.98 3.11 29.38* 0.00 0.00 0.00 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max )='-Z LF 4 Mih P-Z LF Max M-Z 0.44 0.03 0.52 0.00 0.00 0.00* Min M-Z 2.81 0.38 3.32 0.00 0.00 -0.02* Max M-Z LF 1 Min M-Z LF 5 734 302 Max P-X 0.44* -0.07 9.30 0.00 0.00 0.00 Min P-X ~o.78* 6.53 22.39 0.00 0.00 0.06 Max P-X LF -4 Min P-X LF 5 Max P-Y -0.78 6.53* 22.39 0.00 0.00 0.06 Min P-Y 0.44 -0.01* 9.30 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -6 .. 78 6.53 22.39* 0.00 0.00 0.06 Min P-Z 0.-00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min p~z LF Max M-Z -0.78 6.53 22.39 0.00 0.00 0.06* Min M-Z 0.44 -0.07 9.30 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 4, 747 302 Max P-X 0.36* -0.03 2.99 0.00 0.00 -0.02 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 0.07 0.15* -10.29 0.00 0.00 0.04 Min P-Y 0.01 -0.06* 3.17 0.00 0.00 0.00 . DR. -ING. WEISS INGl!:i'lIEURGESELL$CHAFT nibH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE io 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 AUFTRAG ~R. : 00018 ZEICHEN: L OT-1491 600-?J l.f-t) I SEITE: 4.99 OZ: 4 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------·----· ------------------------------------------------------- Max P-Y LF 5 Mir:i. P--Y LF .1 Max P-Z 0.01 -0.06 3.17* 0.00 0.00 0.00 Min P-Z 0.07 0.15 -10.29* 0.00 0.00 0.04 Max P-Z LF 1 Min P-Z LF 5 Max M-Z 0.07 0.15 -10.29 0.00 0.00 0.04* Min M-Z 0.36 -0.03 2.99 0.00 0.00 -0.02* Max M-Z LF 5 Min M-Z LF 4 766 302 Max P-X 2.51* 0.22 1. 34 0.00 0.00 0.02 Min P-X -0.03* 0.00 1. 31 0.00 0.00 -0.01 Max P-X LF 4 Min P-X LF 1 Max P-Y Q.16 0.75* 0.95 0.00 0.00 -0.02 Min P-Y 0.00 d.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y tF Max P-Z 2.51 0.22 1. 34* 0.00 0.00 0.02 Min P-Z 0.00 0.00 0 .-00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z 2.51 0.22 1. 34 0.00 0.00 0.02* Min M-Z 0.16 0.75 0.95 0.00 0.00 -0.02* Max M-Z LF 4 Min M-Z LF 5 846 302 Max P-X 23.39* 2.82 -28.12 0.00 0.00 -0.01 Min P-X -0.84* -0.05 1.02 0.00 0.00 0.01 Max P-X LF 4 Min P-X LF 1 Max P-Y 23.39 2.82* -28.12 0.00 0.00 -0.01 M;i.n P-Y -0.84 -0.05* 1. 02 0.00 0.00 0.01 Max P-Y LF 4 Min P-Y LF 1 Max P-Z -0.84 -0.05 1.02* 0.00 0.00 0.01 Min P-Z 23.39 2.82 -28.12* 0.00 0.00 -0.01 Max P-Z LF 1 Min P-Z LF 4 Max M-Z 2.27 0. 3.6 -2.71 0.00 0.00 0.02* Min M-Z 23.39 2.82 -2·8. 12 0.00 0.00 -0.01* Max M-Z LF 5 Min M-Z LF 4 921 302 Max P-X 18.62* 2.29 22.83 0.00 0.00 0.00 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Ma-x P-X LF 4 Min P-X LF Max P-Y 18.62 2.29* 22.83 0.00 0.00 0.00 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 4 Min P-Y LF Max P-Z 18.62 2.29 22.83* 0.00 0.00 0.00 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-Z · 18. 62 2.29 22.83 0.00 0.00 0.00* Min M-Z 2.63 0.53 3.26 0.00 0.00 '--0. 03* Max M-Z LF 4 Min M-Z LF 5 979 302 Max P-X 0.20* 0.32 12. 45 0.00 0.00 0.01 Min P-X -1.78* 13 .. 64 48.87 0.00 0.00 0.09 Max P-X LF 4 Min P-X: LF 5 I -DR.-ING. WEISS ING~~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 AUFTRAG Ni:<.: : 00018 ZEICHEN: L SEITE: OZ: 4 Jjj-JoD /J{)OJJl/-1J I 4.100 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK .p,..x P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Y -1. 78 13.64* 48.87 0.00 0.00 0.09 Min P-Y 0.00 0. 00* Q.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z -:J_.78 13.64 48.87* 0.00 0.00 0.09 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-Z -1. 78 13.64 48.87 0.00 0.00 0.09* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 998 302 Max P-X 0.23* -0.02 0.71 0.00 0.00 0.00 Min P-X -0.01* 0.30 -31.94 0.00 0.00 0.06 Max P-X LF 4 Min P-~ LF 5 Max P-Y -0. 0.1 0.30* -31.94 0.00 0.00 0.06 Min P-Y 0.01 -0.03* 1.43 0.00 0.00 0.01 Max P-Y LF 5 Min P-Y LF 1 Max P-Z 0.01 -0.03 1.43* 0.00 0.00 0.01 Min P-Z -0.01 Q.30. -31. 94 * 0.00 0.00 0.06 Max P-Z LF 1 Min P-Z LF 5 Max M-Z -0.01 0.30 -31. 94 0.00 0.00 0.06* Min M-Z 0.23 -0.02 0. 71 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 4 1005 302 Max P-X 16.93* 1. 68 40.84 10.86 -64.75 7.38 Min P-X -6.99*. 2.13 42 .11 10.31 7.85 2.13 Max P-X LF 4 Min'l?-X LF 1 Max P-Y -5.61 28.83* 42.64 98.91 -1.15 1. 01 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z -5.61 28.83 42.64* 98.91 -1.15 1. 01 Min P-Z 0.00 0.00 ·o. 00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X -5.61 28.83 42.64 98.91* -1.15 1.01 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y -6.99 2.13 42.J.1 10.31 7.85* 2.13 Min M-Y 16.93 1. 68 40.84 10.86 -64.75* 7.38 Max M-Y LF 1 Min M-Y LF 4 Max M-Z 16.93 1. 6.8 40.84 10.86 -64.75 7.38* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 4 Min M-Z LF 1045 302 Max P-X 0.50* o.os -2.51 0.00 0.00 0.00 Min P-X -0.01* 0.05 1.65 0.00 0.00 -0 :01 Max P-X LF 4 Min P-'X LF 1 Max P-Y 0.50 0.08* -2.51 0.00 0.00 0.00 Min P-Y 0.12 ~o.54* 0.80 0.00 0.00 0.06 Max P-Y LF 4 Min P-Y LF 5 Max P-Z -0.01 0.05 1. 65* 0.00 0.00 -0.01 Min P-Z 0.50 0.08 -2.51* 0.00 0.00 0.00 DR.-ING. WEISS ING1:,1HEURGESELLSCijAFT mbH AUFTRAG Hf{. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.101 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z -----------------------------·---~--.--.------------------------------ Max P'-Z LF 1 Min P-Z LF 4 ·Max M~z 0.12 -0.54 0.80 0.00 0.00 0.06* Min M-Z -0.01 0.05 1.6~ 0.00 0.00 -0.01* Max M-Z LF 5 Min M-Z LF 1 1073 302 Max P-X 29.65* -4.19 62.88 -27.70 -274.78 4.41 Min P-X -4.29* 27.80 58.93 217.28 20.06 7.92 Max P'-X LF 4 Min P-X LF 5 Max P-Y -4.29 27.80* 58.93 217.28 20.06 7.92 Min P-Y 29.65 -4 .19·* 62.88 -27.70 -274.78 4.41 Max P-Y LF 5 .. Min P-Y LF 4 Max P-Z 29.65 -4 .. 19 62.88* -27.70 -274.78 4.41 Min P-Z 0.00 0.00 0.00* 0,. 00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-X -4.29 27.80 58.93 217.28* 20.06 7.92 Min M-X 29.65 -4.19 62.88 -27.70* -274.78 4.41 Max M-X LF 5 Min M-X LF 4 Max M-Y -4.29 27.80 58.93 217.28 20.06* 7.92 Min M-Y 29.65 ~4.19 62.88 -27.70 -274.78* 4.41 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -4--29 27.80 58.93 217.28 20.06 7.92* Min M:-Z d.oo 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 1092 302 Max P-X 35.71* 15.70 70.20 60.45 -266.90 3.35 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 0.64 46.52* 72.55 306.39 42.65 8.65 Min P-Y 0.00 0.00* 0.00 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z 0.64 46.52 72. 55* 306.39 42.65 8.65 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max J;>-Z LF 5 Min P-Z LF Max ~-x 0.64 46.52 72 .55 306.39* 42.65 8.65 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M'-Y 0.64 46.52 72.55 306.39 42.65* 8.65 Min M-Y 35. 71 15.70 '1-0.20 60. 45 -266.90* 3.35 Max M-Y LF 5 Min M-Y LF 4 Max M-Z 0.64 46.52 72.55 306.39 42.65 8.65* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 1174 302 Max P-X 0.42* -0.89 -3.03 0.00 0.00 0.03 Min P-X -0.28* 2.22 8.98 0.00 0.00 0.04 Max P-X LF 4 Min P-X LF 5 Max P-Y -0.28 2.22* 8.98 0.00 0.00 0.04 Min P-Y 0.42 -0.89* -3.03 0.00 0.00 0.03 Max P-Y LF 5 Min P-Y LF 4 ( I -.~ .. , ( ' (J()03tf-n I DR. -ING. WEISS ING.r,,.NI-EURGESELLSCHAFT inbH AUFTRAG NR. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.102 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkrae_fte (kN) Auflagermomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z --------------------------------·-------------------------------------Max P-Z -0.28 2.22 8.98* 0.00 0.00 0.04 Min P-Z 0.42 -0.89 -3.03* 0.00 0.00 0.03 Max P-Z LF 5 Min P-Z LF 4 Max M-Z -0.28 2.22 8.98 O.OQ 0.00 0.04* Min M-Z -0.06 0.45 1. 39 0.00 0.00 -0.01* Max M-Zi LF 5 Min M-Z LF 1 1188 302 Max P-X 0.25* 0. 4·9 -1. 34 0.00 0.00 -0.03 Min P-X -0:14..-1. 81 -7.52 0.00 0.00 0.04 Max P-X LF 4 Min P-X LF 5 Max P-Y -0.14 .1.81* -7.52 0.00 0.00 0.04 Min P-Y 0.03 -0.42* 1.53 0.00 0.00 0.00 Max P-Y LF 5 Min P-Y LF 1 Max P-Z 0.03 -0.42 1.53* 0.00 0.00 0.00 Min P-Z -0.14 1. 81 -7.52* 0.00 0.00 0.04 Max P-'-Z LF 1 Min p·-z LF 5 Max M-Z -0.14 1. 81 -7.52 0.00 0.00 0.04* Min M-Z 0.25 0.49 -1. 34 0.00 0.00 -0.03* Max M-Z LF 5 Min M-Z LF 4 1230 302 Max P-X 4.67* 0.12 -21. 42 0 .. 06 0.00 -0.10 Min P-X -2.04* -0.69 9.97 0.00 0.00 -0.07 Max P-X LF 4 Min. P-'-X LF 1 Max P-Y 4.67 0,12* -21.42 0.00 0.00 -0.10 Min P-Y. -2. 04. -0.69* 9.97 0.00 0.00 -0.07 Max P-Y LF 4 Min P-Y LF 1 Max P-Z -2.04 -0.69 9.97* 0.00 0.00 -0.07 Min P-Z 4.67 0.12 -21. 42* 0.00 0.00 -0.10 Max P-Z LF 1 Min P-Z LF 4 Ma~ M-Z 0 .. 00 0.00 0.00 0.00 0.00 0.00* Min M-Z 4 .,67 0.12 -21.42 0.00 0.00 -0.10* Max M-Z LF Min M-Z LF 4 1303 302 Max P-X 8.06* 0.48 37.83 0.00 0.00 0.01 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 8.06 0.48* 37.83 0.00 0.00 0.01 Min P-Y 1. 67 -0.26* 7.95 0.00 0.00 0.04 Max P-Y LF 4 Min P-Y LF 1 Max P-Z 8.06 0.48 37.83* 0.00 0.00 0.01 Min i?-.Z 0.00 0.00 0.00* o.oo 0.00 0.00 Max p-·z LF 4 Min P-Z LF Max M-Z 1.67 -0.26 7.95 0.60 0.00 0.04* Min M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 1 Min M-Z LF · 1341 302 Max P-X 25.i9* -5.89 18.61 -6.84 -37.56 -0.32 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF Max P-Y 4.00 7.09* 18.74 18.45 5.57 -1. 39 Min P-Y 25.19 -5.89* 18.61 -6.84 -37.56 -0.32 DR. -ING. WEISS ING~clIEURGESELLSCHAFT inbH AUFTRAG 'l!:m .• : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.103 ( \. - LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (·kN) Auflagermomente (kNm) Nr-. LFK ·J?-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Y LF 5 Min P-Y LF 4 Max P-Z 4.00 7.09 18.74* 18.45 5.57 -1. 39 Min P-Z 0.00 0. 00, 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X 4.00 7.09 18.74 18.45* 5.57 -1. 39 Min M-X 25.19 -5.89 18.61 -6.84* -37.56 -0.32 Max M-X LF 5 Min M-X LF 4 Max M-Y 4.00 7.09 18. 7"4 18.45 5.57* -1. 39 Min M-Y 25.19 -5.89 18.61 -6.84 -37.56* -0.32 Max M-Y LF 5 Min M-Y LF 4 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-'-Z 4.00 7.09 18.74 18.45 5.57 -1.39* Max M-Z LF Min M-'-Z LF 5 146.5 302 Max P-X 3.95* -0.63 8.78 -0.89 -22.90 -0.11 Min P-X -3.37* 13.86 18.54 56.49 6. 96 3.11 Max P-X LF 4 Min P-X LF 5 Max P-Y -3.37 13.86* 18. 54-56. 49 6.96 3.11 Min P-Y 3.95 -0.63* 8.78 -0.89 -22.90 -0.11 .Max P-Y LF 5 Min P-Y LF 4 Max P-Z -1.98 -0.40 20.67* -1.69 2.98 -0.20 Min P-Z 0.00 0.00 0.00* 0. OO· 0.00 0.00 Max P-Z LF 1 Min P-Z LF Max M-X ~3.37 13.86 18.54 56.49* 6.96 3.11 Min M-X -1. 98 -0.40 20.67 -1.69* 2.98 -0.20 Max M-X LF 5 Min M-X LF 1 Max M-'-Y -3.37 13. 86 18.54 56.49 6.96* 3 .11 Min M-Y 3.95 -0.63 8.78 -0.89 -22.90* -0.11 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -3.37 13.86 18.54 56.49 6. 96 3.11* Min M-Z -1.98 -0.40 20. 67· -1.69 2.98 -0.20* Max M-Z LF 5 Min M-Z LF' 1 1488 302 Max P-X 35.45* 5.05 65.22 24.04 -263.99 -0.97 Min P-X 0.00* 0.00 ci.00 0.00 0.00 0.00 Max P-X LF ' 4 Min P-X LF Max P-Y 4.96 37.84* 72.13 274.14 -1. 97 2.56 Min P-Y 0.00 0.00* 0. O'O 0.00 0.00 0.00 Max P-Y LF -5 Min P-Y LF Max P-Z 4. 96 37.84 72. 13* 274.14 -1.97 2.56 · Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF .5 Min P-Z LF Max M.-X 4.96 37.84 72.13 274.14* -1. 97 2.56 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y 0.00 0.00 0.00 0.00 0.00* 0.00 Min M-Y 35.45 $.05 65.22 24.04 -263.99* -0.97 Max M-Y LF Min M-Y LF 4 ... ' --' •s,. ; DR.-ING. WEISS ING.t.ii'IIEURGESELLSCHAFT mbH AUFTRAG Nit.. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.104 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagerrnomente (kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max M-Z 4.96 37.84 72 .13 274.14 -1. 97 2.56* Min M-Z 35.45 5.05 65.22 24.04 -263.99 -'-0. 97* Max M-Z LF 5 Min M-Z LF 4 1564 302 Max P-X 16.46* -0.42 95.23 13.10 -238.01 -8.25 Min P-X -5.22* 60.23 87.40 429.66 17.50 -0.90 Max P-X LF 4 'Min P--X LF 5 Max p-,,y -5.22 60.23* 87.40 429.66 17.50 -0.90 Min P-Y 16. 46 -0.42* 95.23 13.10 -238.01 -8.25 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 16,46 -0.42 ·gs. 23* 13.10 -238.01 -8.25 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max )?-Z LF 4 Min P-Z LF Max M-X -5.22 60.23 87. 40 429.66* 17.50 -0.90 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y -5.22 60.23 87,40 429.66 17.50*. -0.90 Min M-Y 16. 46 -0.42 95.23 13.10 -238.01* -8.25 Max M-Y LF 5 Min M-Y LF 4 Max ~-z -1.91 -0.12 87.37 5. 72 7.48 0.05* Min M-Z 16.46 -0.42 95.23 13.10 -238.01 -8.25* Max M-Z LF 1 Min M-Z LF 4. 1682 302 Max P-X . 27. 59* -4.66 29. 43 -3.65 -59.79 -2. 49 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P'-X LF Max P-Y 9.97 11.17* 32.70 44 .11 -9. 41 -4.65 Min P-Y 27".59 -4.66* 29.43 -3.65 -59.79 -2. 49 Max P~Y Lf 5 Min P-Y LF 4 Max P'-Z 9.97 11.17 32.70* 44 .11 -9.41 -4.65 Min P-Z 0.00 0 .-00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-X 9.97 11.17 32.70 44.lP -9.41 -4.65 Min M-X 27.59 -4.66 29.43 -3.65* -59.79 -2.49 Max M-X LF 5 Min M-X LF 4 Max M-Y 0.00 0.00 0.00 0.00 0.00* 0.00 Min M-Y 27.59 -4.66 29.43 -3.65 -59.79* -2.49 Max M'-Y LF Min M-Y LF 4 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 9.97 11.17 32.70 44 .11 -9. 41 -4.65* Max M-Z LF Min M-Z LF 5 1704 302 Max P-X 38.29* -14.64 -9.06 -12.83 -40.62 0.51 Min P-X -18.58* Hi. 73 20.29 23.18 17.80 1. 86 Max P-X L-F 4 Min P-X LF 5 Max P-Y -:).8.58 15.73* 20.29 23.18 17.80 1. 86 Min P-Y 38.29 -14.64* -9.06 -12.83 -40.62 0.51 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -18.58 15.73 20.29* 23.18 17.80 1. 86 Min P-Z 38.29 -14.64 -9.06* -12.83 -40.62 0.51 DR. -ING. WEISS INGJ:.L~IEURGESELLSCHAFT mbH -AUFTRAG '&.cl~ : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.105 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerk:taefte {kN) Auflagermomente {kNm) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z ---------------------------------------------------------------------- Max P-Z LF 5 Min P-Z LF 4 Max M-X -18.58 15.73 20.29 23.18* 17.80 1. 86 Min M-X 38.29 -14.64 -9.06 -12.83* -40.62 0.51 Max M-X LF 5 Min M~x LF 4 Max M-Y -18.58 15.73 20.29 23.18 17.80* 1. 86 Min M'-Y 38.29 -14.64 -9.06 -12.83 -40.62* 0.51 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -18.58 15 .. 73 20.29 23.18 17.80 1.86* Min M-Z 0,00 0.00 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF 1837 302 Max P-X 0.30* -0.03 -0.35 0.00 0.00 -0.03 Min P-X 0.00* 0.14 -:-0. 24 0.00 0.00 0.01 Max P-X LF 4 Min P-X LF 1 Max P-Y 0.24 1.25* -4.09 0.00 0.00 0.04 Min P-Y 0.30 -0.03* -0.35 0.00 0.00 -0.03 Max P-Y LF 5 Min P-Y LF 4 Max P-Z 0. 0.0 0.00 0.00* 0.00 0.00 0.00 Min P-Z 0.24 1.25 -4.09* 0.00 0.00 0.04 Max P-Z LF Min ·p~z LF 5 Max M-Z 0.24 1.25 -4.09 0.00 0.00 0.04* Min M-Z 0.30 -0.03 -0.35 0.00 0.00 -0.03* Max M-Z LF 5 -Min M-Z LF 4 1856 302 Max P-X 0.53* a.so 2.10 0.00 0.00 0.03 Min P-X -0.12* 0.45 1.76 0.00 0.00 -0.'03 Max P-X LF 4 Min P-X LF 5 Max P-Y 0.53 0,50* 2.10 0.00 0.00 0.03 Min P-Y -Q.08 -0 .·01 * -0.11 0.00 0.00 0.00 Max P-Y LF .4 Mfo P-Y LE' 1 Max P-Z 0.53 0.50 2.10* 0.00 0.00 0.03 Min P-Z -6.08 -0.01 -0 .11 * 0.00 0.00 0.00 Max P-Z LP 4 Min P-Z LF 1 Max M-Z 0.53 0.50 2.10 0.00 0.00 0.03* Min M-Z -0.12 0.45 1. 76 0.00 0.00 -0.03* Max M-Z LF 4 Min M-Z LF 5 1879 302 Max P-X 27 . .24* -0.49 54.57 10.76 -177.80 -5.40 Min P-X 0.00* 0. 00 . 0.00 0.00 0.00 0.00 Max P-X LF 4 Min P-X LF · Max P-Y 4.09 26.77* 74.17 209.54 -27.47 -4.19 Min P-Y 3.98 -1.89* 51.47 -8.57 -22.08 -0.57 Max P-Y LF 5 Min P-Y LF 1 Max P-Z 4.09 26.77 74.17* 209.54 -27.47 -4.19 Min P-Z 0.00 O.bO 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-'X .4.09 26.77 74.17 209.54* -27.47 -4.19 Min M-X 3.98 -1. 89 51. 47 -8.57* -22.08 -0.57 Max M-X LF 5 Min M-X LF 1 DR.-ING. WEISS ING.1:11<1IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 FREIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraeft\:! Nr. LFK P-X P-Y AUFTRAG l<11l·.: 00018 ZEICHEN: L SEITE: OZ: 4 ;u;, -/.5-L:::> m-3tf-D] 4.106 (kN) Auflagermomente (kNm} P-Z M-X M-Y M-Z _________________________ , --. ----------------------------------------- Max M-Y 0.00 0.00 0.00 0.00 0.00* 0.00 Min M-Y 27.24 -0.49 54.57 10.76 -177.80* -5. 40 Max M-Y LF Min M-Y LF 4 Max M-Z 0,00 0.00 0.00 0.00 0.00 0.00* Min M-Z 27.24 -0.49 54.57 10.76 -177.80 -5.40* Ma·x M-Z LF Min M-Z LF 4 1896 302 Max P-X 0.82* 0.41 -1. 60 0.00 0.00 -0.11 Min P-'X -0.29* 0.26 -0.85 0.00 0.00 0.07 Max P-X LF 4 Mih P-X LF 5 Max P-Y 0.82 0 .. 41 * -1.60 0.00 0.00 -0 .11 Min P-Y -0.10 -0.15* 0.50 0.00 0.00 0.01 Max P-Y LF 4 Min P-Y LF 1 M9x P-Z -0.10 -0.15 0.50* 0.00 0.00 0.01 Min P-Z 0.82 0.41 -1.60* 0.00 0.00 -0.11 Max P-Z LF 1 Min P-Z LF 4 Max M-Z -0.29 0.26 -0.85 o.oo 0.00 0.07* Min M-Z 0.82 0.41 -1.60 0.00 0.00 -0.11* Max M--z LF 5 Min M-Z LF 4 1911 302 Max P-X 0.56* -0.28 0.04 o.oo 0.00 0.11 Mih P-X -0.09* 1. 04 2.92 0.00 0.00 -0.08 Max P-X LF 4 Min P-X LF 5 Max P-Y -0.09 1.04* 2.92 o.oo 0.00 -0.08 Min P-Y 0.56 -0.28* 0.04 0.00 0.00 0.11 Max P-Y LF :j Mih P-Y LF 4 Max P-Z -0.09 1. 04 2.92* 0.00 0.00 -0.08 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 5 Min P-Z LF Max M-Z 0.56 -0.28 0.04 0.00 0.00 0.11* Min M-Z -0.09 1.04 2.92 0.00 0.00 -0.08* Max M-Z LF 4 Min M-Z LF 5 1918 302 Max P-X 9.17* -0.3i 79.35 -2.56 -37.53 -1. 09 Mih P-X -3.94* -1.32 47.41 '-13.60 19. 43 0.14 Max P-X LF 4 Miri P-X LF 1 Max P-Y -3.57 23.95* :j2.10 189.73 26.60 0.35 Min P-Y -3.94 -1. 32* 47.41 -13.60 19.43 0.14 Max P-Y LF 5 Min P-Y LF 1 Max P-Z 9-.17 -0.31 79.35* -2.56 -37.53 -1.09 Min P-Z 0.00 0.00 0.00* o.oo 0.00 0.00 · Max P-Z LF 4 Min P-Z LF Max M-X -3.57 23.95 52.10 189.73* 26.60 0.35 Min M-X -3,94 -1. 32 47.41 -13.60* 19.43 0.14 Max M-X LF 5 Min M-X :LF 1 Max M-Y -3.57 23.95 52.10 189.73 26.60* 0.35 Min M-Y 9.17 -0.31 79.35 -2.56 -37.53* -1.09 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -3.57 23.95 52.10 189.73 26.60 0.35* Miri M-Z 9.17 -0.31 79.35 -2.56 -37.53 -1.09* ( DR. -ING. WEISS INGb~IEURGESELLSCHAFT mbH BERATENDE BAUINGENIEURE VBI LANGENHARDSTRASSE 10 79104 E'REIBURG TEL: 0761/31462 FAX: 0761/23251 Knot-Au·flagerkraefte Nr. LFK. P-X P-Y AUFTRAG 'fiR. : 00018 ZEICHEN: L ,ll_/-/-5·7 ~06-3t/-D / SEITE: 4.107 OZ: 4 (kN) Auflagermomente (kNm) P-Z M-X M-Y M-Z --------------------------------. ------------------------------------- Max M-Z LF 5 Min M-Z LF 4 1948 302 Max P-X 0.00* .o. 00 0.00 0.00 0.00 0.00 Min P-X -7.79* 5.59 38.03 20.19 14.31 0.04 Max P-X LF Min P-X LF 1 Max P-Y -1.99 23.67* 26.59 109.28 -17.62 1. 77 Min P-Y 0.00 0.00* 0.00 .o. 00 0.00 0.00 Max P-Y LF 5 Min P-Y LF Max P-Z -2.75 9.05 58.12* 36.50 -6.83 -0.31 Min P-Z 0.00 d.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Mip. P-Z LF Max M-X -1. 99 23.67 26.59 109.28* -17.62 1.,77 Min M-X ().00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y -7.79 5.59 38.03 20.19 14.31* 0.04 Min M-Y -1. 99 23.67 26.59 109.28 -17.62* 1. 77 Max M-Y LF 1 Miri M-Y LF 5 Max M-Z -1. 99 23.67 26.59 109.28 -17.62 1.77* Mi!). M-Z -2.75 9.05 58.12 36.50 -6.83 -0.31* Max M-Z LF 5 Min M-Z LF 4 2049 302 Max P-X 19.15* 0. 72 42.67 5.67 -119. 53 -11.09 Min P-X -3.92* 29.61 26.78 221.48 14.33 -4.71 Max P-X LF 4 Min P-X LF 5 Max P-Y -3.92 29.61* 26.78 221. 48 14.33 -4.71 Mi·n P-Y 0.06 0.00* 0.00 0.00 0.00 o.cio Max P-Y LF 5 Min P-Y LF Max p~z 19.15 o. 72 42.67* 5.67 -119.53 -11.09 Min P-·Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-X -3.92 29.61 26.78 221. 48* 14.33 -4. 71 Min M-X 0.00 0.00 0.00 0.00* 0.00 0.00 Max M-X LF 5 Min M-X LF Max M-Y ·d.92 29.61 26.78 221. 48 14.33* -4.71 Min M-Y 19.15 0. 72 42.67 5.67 -119. 53* -11. 09 Max M-Y LF 5 Min M-Y LF 4 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 19.15 0. 72 42.67 5.67 -119. 53 -11.09* Max M-Z LF Min M-Z LF 4 2058 302 Max P-X 12.90* -2.8:1, 13. 7·9 -9.87 -40.03 0.05 Min P-X -8.i3* 14.21 14.51 44.21 17.70 3.28 Max P-X LF 4 Min P-X LF 5 Max P-Y -8.13 14.21* 14.51 44.21 17.70 3.28 Min P-Y 12.90 -2. 81* 13.79 -9.87 -40.03 0.05 Max P-Y LF 5 Min P-Y LF 4 Max P-Z -3.34 1. 64 14.90* 3.32 5.44 0.15 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 1 Min P-Z LF -~ DR. -ING. WEISS ING~~IEQRGESELLSCHAFT mbH AUFTRAG Nil'. : 00018 SEITE: BERATENDE BAUINGENIEURE VBI 4.108 LANGENHARDSTRASSE 10 79104 FREIBURG ZEICHEN: L OZ: 4 TEL: 0761/31462 FAX: 0761/23251 Knot-Auflagerkraefte (kN) Auflagerrnornente (kNrn) Nr. LFK P-X P-Y P-Z M-X M-Y M-Z , ______________________________ . -------·------------------------------ Max M-X -8.13 14.21 14.51 44.21* 17.70 3.28 Min M~x 12.90 -2 .. 81 13.79 -9.87* -40.03 0.05 Max M-X LF 5 Min M-X LF 4 Max M-Y -8 .13-14.21 14.51 44.21 17.70* 3.28 Min M-Y 12.90 -2:81 13.79 -9.87 -40.03* 0.05 Max M-Y LF 5 Min M-Y LF 4 Max M-Z -8.13 14.21 14.51 44.21 17.70 3.28* Min 'M-Z 0.00 a.ob 0.00 0.00 0.00 0.00* Max M-Z LF 5 Min M-Z LF. 2240 302 Max P-X 20.70* 2.53 98.73 -29.45 -143.93 -16.99 Min P-X 0.00* 0.00 0.00 0.00 0.00 0.00 Ma~ P-X LF 4 Min P-X LF Max P-Y 15.39 43.45* 93.05 373.63 -76.62 -15.57 Min P-Y 4.39 -i. 50* 94.48 3.89 -27.63 -3. 48 Max p~y LF 5 Min P-Y LF 1 Mi;!X P-Z 20.70 2.53 98.73* -29.45 -143.93 -16.99 Min P-Z 0.00 0.00 0.00* 0.00 0.00 0.00 Max P-Z LF 4 Min P-Z LF Max M-X 15.39 43.45 93.05 373.63* -76.62 -15.57 Min M-X 20.70 2.53 98.73 -29.45* -143.93 -16 _·99 Max M-X LF 5 Min M-X LF 4 Max M-Y 0.00 0.00 .o. 00 0.00 0.00* 0.00 Min M-Y 20.70 2.53 98.73 -29.45 -143.93* -16.99 Max M-Y LF Min M-Y LF 4 Max M-Z 0.00 0.00 0.00 0.00 0.00 0.00* Min M-Z 20.70 2.53 98.73 -29.45 -143.93 -16.99* Max M-Z LF Min M-Z LF 4 PROGRAMM RSTAB 5.07 2D/3D-STABWERK (C) ING.-SOFTWARE DLUBAL GMBH 4.6 HINWEISE ZUR KONSTRUKTION Die Fussplatten sind rnit einern Quellrnortel (z.B.: nach DIN 4227, Teil 5) rnit einer Mortelfestigkeit von rnindestens 25 N/rnm 2 kraftschllissig auszugiessen. Die Steifigkeit des Tragwerks lasst unterschiedliche Setzungen der Fundamente von hochstens 1,0 cm und Winkelverdrehungen um eine Horizontalachse von hochstens ·o,25° zu. ?b/tr~nr'c ./10 ,.. ,f:.:,,,,,,, tf,~f·/JJ-? 12/21/2000 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JOHN BURGESS Total Fees: City of Carlsbad 1635 Far.~day Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR00224 Building Inspection Request Line (760) 602-2725 1 LEGOLAND DR CBAD PCR Lot#: 0 $0.00 Construction Type: NEW ELECTRICAL PLAN FOR COASTER Owner: $109.00 Total Payments'To Date: Status: Applied: Entered By: Plan Approved: APPROVED 12/13/2000 CB 12/21/2000 Issued: Inspect Area: 732112/2i/OO 0002 Oi 02 CGF= 10$'::00 $(5:00 Balance Due: $109.00 Plan Check Revision Fee $109.00 f ,, FINAL APPROVAL ln~pector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING D!=PARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 (' DH . C80V _3232.. ~:;I,filw;,ec:::·JN '.'.QRMAflo~.--, ·:·"«::7· · FOR OFFICE USE ONLY PLAN CHECK No'7C f<([P2.1-- EST. VAL __________ _ Plan Ck. Deposit------~----- Validated By (~~ Date /z lr3.I rec) I) Address (include Bldg/Suite #) #ae . /J. ~,,6. B~ines~ame (at this·address) ,M'-Nf;...., U ~~ ~ 8-/4'& Lot No. J Subdivision Name/Numii'er Unit No. Legal Description Phase No. Total # of units Assessor's Parcel'# Existing Use Proposed Use Name City · State/Zip· T ephone # i'l-L;P-~!H~,::7:::;~2~~:JJ~~.::·~:.,-,_~:,.z/~~-:_,,·,,·,~iF,l.,~·-;, Ls::..~fk:ill21Jt' Name Address :§;L'.:&'Qti1:tm1~:r0Jm, ('.:Q.MP./\~~~~1111.~-.~-r.z;:-~:;::::_-:-;,. .·; ..... '.: ... " ~-,..-..,,.,.""""",'"' .,.~ ...... - <sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any st.ructure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrljlctor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that ·he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for·a permit subjects the applicant to a civil penalty of not more than five hundred-dollars [$5001). Name Address City State/Zip Telephpne # State License #, ----,-'------License Class--~---~---City Business License # ---~---- Designer Name Address City· State/Zip Telephone State License # ---~~::;:;:;:;;::;;;::;::;::;::;_ iJtFC::vl§J1R1:«~.Q.QM~st1.$A:r1.olf,~---:..,;,.~ -"· ,.'. :~~~= .. ··"··.:_"_"_..:.:c;;;"_._, .. ~ . ..4 • .:-...,,.N,"""·;.:"' ... ";:.;:~"-:"1~)1:::::.;;:;:,:-::=;;;zz.·.,· ..... · .. , .. ,;,.._,.,,ca., ... Workers' Compensation Declaration: I-hereby affirm under penalWof perjury one of-the following declarations: 0 I have and will maintain a certificate of consent to self-insure f9r workers' compensation as ·provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. · "6a" I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for _the performance of the work for which this permit is ~d. My worker's compensation insurance carrier and policy number are: Insurance Company ____________ ~--~----Policy No·------~~----Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to· criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Sec::tion 3706 of the Labor code, interest and attorney's fees. SIGNATURE.-'-----'---~-----------~--~---'------'-DATE__,,---------- \i7~'::'..Q.'\OC.ft~:llUJi;_p1:R;~p~~1:!9N,~-z'.~~:.:.:.,,'.'.::,"::;,::·'.~·-:,'.;~:,,:_:£:.;'.'.,;;'.;:~ ';;.::\':::!:/:: :.' .~' .'::..'~;;;:': -::.:~x::::!:,.· ... , __ ;,,: ... -.,.we,.~-,:,:. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through.his own employees, provided that such imJ)rovements are not intended or offered for sale. If, however, the building-or improvement is sold within one year of completion, the owner-bujlder will have the burden of proving that he did not build or improve for.·the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for .such projects with ~ontractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business ancj Professions .Code for this-re_ason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (hav!) / have not) signed an application for a building permit for .the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): __ ,__---~--~-----------~---~~------~------------ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (;nclude name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE--:-:---,-~--,----,--,---~---,,-----,-'-~--DATE,~-::::-:::::;:;;::;:;;;:::;:;:-:::::::;:;;:::;:;:::;::::;- lcoMpterm(sjEOfjJON.Y.Off:N0RfJlfS)pEJW!AL,BUltl2!tl~flMfiS;ON!;Y; ·, ~:'*"."' '( "': ~:-:-,-::, ' ' ,' .,_;. ·-"''""~--,•r-~tx:'."'''.~'.-'' Is the applicant or future building-occupant required -to submit a business J)lan, acutely hazardous materials registration~ or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES r. NO Is the applicant or future building occupant required to obtain a permit from the air-pollution control district or air quality management district? 0 YES .)l3( NO Is the facility to be constructed within 1,000 feet of the outer boundar.y of a school site? D YES bi("NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUE~E~S THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES-AND THE AIR POLLUTION CONTROL DISTRICT. . ~~,?.9,M$:ta®n§N:t::.l;N,Ql~M.§~l'lc;'(;i,:· .. ::.?:::r::2.:.,.l,: .. ::.:_:,.,_ .-:.:.; .:.::.:. .. /.;:,.ii:,_ :::~:,,·,,,, :::?::~:=:r:,~. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby· authorize repr(lsentatives of the Cit\! e>f Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSl:S WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under·the provisions of this Code shall expire by limitation and become null and void if the building or work' authorized by such permit is not c ced within 180 days om the ~-'-'i.l!ch permit or if the building or work authorized by such permiris suspended or abandoned at any time after the work is c menced perio of ys (S ction 106.4 Uniform Building Code). PINK: Finance DATE _-_/~---~-'/t3"'"'/4""'""~=---~----/ - List 1 -Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 -Structure-Types" and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments -new construction. CONDO Condominiums -new construction. CVNNR Conversion. Convert all or a portion of a residential units. non-residential building to residential use, creating one or more new CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also soecify type of structure from List 2). - bUP D~plex -new construction. MOHO Mobile home, renovation,· repair, or addition of accessory structure not yielding a new living unit. MOH.ON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached -new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.51;.: townhouse, row house, half-plex) SFD Single-family, detached -new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/ Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building -repair. Damage, fire, etc. CREPLACE Commercial building -replacement. CTI Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) -new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. 111 Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retainin51; wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 -Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobi~e horn~ park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MFS+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home. park (see distinction from single-family residence, above). .. . . DATE: December 19., 2000 JURISDICTION: Carlsbad . EsG-il Corporation 'l.n Partttersnip 'Uiit/i, ljove.mment for 'iJuifding Safe.t:J PLAN CHECK NO.: 00-3232 REV (PCR 00224) SET: I PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Technic Coaster Electrical Plans -~ANT ~ D PLAN REVIEWER D FILE ~ The plans transmitted herewith h<?.ve been corr~cted where neces$ary and substantially comply with the jurisdiction's building -codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are r~solved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be cotrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held .at.Esgil. Corporation until corrected plans are subrnitted for recheck. · D The applicant's copy of the check list is enclosed for the jurisf:,iiction: to.Jprward to the applicant contact person. · · D The applicc;1nt's copy of the check list has been sent to,: ~ Esgil Corporation staff did not advise-the applicant that the plan check has been completed. D Esgil Corporation $taff did advise the applicant that the plan check has been completed. Person contacted: -Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures:. City-approved plans 1.2/13/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + Sap. Diego, California 92123_ + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-3232. REV (PCR 00224) December 19, 2000 VALUATION AND PLAN CHECK FEE: JURISDICTION: Carlsbad PREPARED BY: K11rt Culver BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: PLAN CHE;CK NO.: 00-3232 REV (PCR 00224) DATE: December 19, 2000 BUILDING . AREA PORTION ( Sq. Ft.) .. Air Conditioning Fire Sprinklers TOTAL VALUE ... Jurisdiction Code Cb ' j 1994 UBC Bujlding Permit F~e .., ,. j 1994 UBC Plan Check Fee Type of Review: D Repetitive Fee [ERepeats_ ·O Complete Review TYPE OF CONSTRUCTION: Valu~tion Multiplier Oother 0 Hourly -Reg. Mod. ~sgil Plan Revie,w Fee VALUE ($) I I 1 oB.94_1 __ .,,.._1 __ os_.9__.4I D structural Only Comments: Review of electrical plans: Esgil fee= 1.5 hrs. @ $87.15/hr. Sheet 1 of 1 macvalue.doc City of Carlsbad . I 1635 Faraday Av Carlsbad, CA 92008 02/12/2001 Plan Check Revision Permit No:PCR00231 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1 LEGO DR CBAD PCR Lot#: 0 2111000900 $0.00 Construction Type: NEW Status: Applied: Entered By: Reference #: Plan Approved: ISSUED 12/20/2000 CB 02/01/2001 02/12/2001 Project Title: Applicant: JOHN BURGESS LEGOLAND COASTER ENTRY AREA ENTRY AREA REV/ RETAIL SHOP Owner: LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG Issued: Inspect Area: 1353 02/12/01 0002 01 SUITE 227 C/O PROP.ERTY TAX SERV CO 22921 TRITON WAY R O.Box-543185. LAGUNA HILLS CA 92653 DALLAS TX 75354 44-588-8801 Total Fees: $273.00. · Total Payments to Dater $0.00 Balance Due: $273.00 Plan Check Revision Fee $27~3'.00 '\ I ' r I : FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "lmposifion" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions," You have 90 days from the date this permit was issued to protest imposition of these fees/exactions, If you protest them, you must follow the protest procedures set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. 02 273 .. 00 r PERMIT APPLICATION \ ' CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 () rt a, { _8o()3··2 ?/·2--~~~..=: _,""10i':9#l"f' Address (include Bldg/Suite #) Legal Description Assessor's Parcel # Existing Use Description of Work SQ. FT. #of Stories FOR OFFICE USE ONLY PLAN CHECK NofCf.CJ152 3/ EST. VAL. _________ _ Plan Ck. Deposit --.....,,........,.....,,------- Validated By C':: Date ( 7 /2 (? j (rQ_ t / Phase No. Total # of units Proposed Use # of Bedrooms # of Bathrooms City State/Zip elephone # Name Address R,ec;:,g. :ilv~_:;;; .i,171•, .. -::;.,i~b-8 ~~ City 7 State/Zip Telephone# / lllil~~ro'li;:4ClliP~.;DM&1:::>c,,sfsa'';/'''.;;:;.r' . (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ 1'f!i:i-RKEaqtil1fA--fiQf3myj,, · .:,:,wrni•i,.:i,.... ,:,t;·m':·i"1rn'"r"'10°1t1°''1'.0 ,'.'' ' Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is d. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No._____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ________________ ,;;-,,--.;;-,::;,;;;:;;:------------DATE _________ _ t7 •• P;JIP:Qvj.t14~!l1-6'I\mi~~iQtlf!i;lfi '.1l1!F?-· I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number/ contractors license number): ________________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type of work): __________________________________________________________ _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registratio]::for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality ana ement district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ~O IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUE~~S THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~~-~N!llfflitiiNirc1--11::Ji~1t>ti1J:1'i111;·11t~ll~m0r1:t?0• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is o.Qif-e<)ffli:t1, · in 180 s from tia..-rn:n,,,-01 such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work· f Oday (Section 10 .4.4 Uniform Building Code}. APPLICANT'S SIGNATUR DATE ___ /_z~/,._/2-=ZiP~/_z=c..c.·~-e==--~7 PINK: Finance List 1 -Permit-Type ,_ From the fol!owing list, determine the pennit-type that best describes the work you propose to do. Please put the code of that pennit-type m the blank at the top of the page on the front of this application. Residential pennits (only) also require the identification of the structure-type to be associated with the pennit. Choose a structure-type from "List 2 . Structure-Types" and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments -new construction. CONDO Condominiums -new construction. CVNNR Conversion. Convert all or a portion of a residential units. non-residential building to residential use, creating one or more new CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition pennit. (Also specifv type of structure from List 2). DUP Duplex -new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached -new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating svstem (e.g.: townhouse, row house, half-plex) SFD Single-family, detached -new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/ Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial pennit re-issue. CREPAIR Commercial building -repair. Damage, fire, etc. CREPLACE Commercial building -replacement. CTI Commercial tenant improvement. DEMO Demolition pennit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) -new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. 111 Industrial tenant improvement. MECH Mechanical pennit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing pennit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall pennit. SIGN Sign construction/installation pennit. SOLAR Solar energy system installation pennit (specify structure type to be served). SPA Factory-made or Gunite. List 2 -Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this aoolication. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MFS+ Multi-family, Sor more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). EsGi I Corporation 1n Partnersli.ip Witli. (Jovernment for :BuiUing :Safety DATE: January 22, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3232 REV 2 (PCR00231) SET: II PROJECT ADDRESS: 1 Lego Dr~ PROJECT NAME: Technic Coaster D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. C8:j The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and Checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted h.erewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the ch.eek list is enclosed for the jurisdiction to forward to the applicant contaotperson. D The applicanf,s.'G:Gpy ,@Jc.the check list has been. sent to: r;g] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plari check has been comple'ted. Person contacted: Telephone#: Date conta·cted: (by: ) ] / / Fc;tx #: Mail Telephone Fax lh Perso2°)v ~ REMARKS;\<\·Each sheet of the pJa-rls/must be signed/sealed by the designer. -,~F::-' ' By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures: City-approved plans 1/18/01 . trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 q \ <8 . Scl 6 q :s Pei. -n J?::S EsGil Cor_po-ration DATE: December 28, 2000 JURISDICTION: Carlsbad 2n Part:ners/i.ip Witli government for'l3uiufing .Safety PLAN CHECK NO.: 00-3232 REV 2 (PCR00231).S.ET: I PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Technic Coaster ANT - P N REVIEWER CJ FILE D The plans transmitted herewith have been cmrected where necessary and substantially comply with the jurisdiction's b1,.1ilding codes. D The plans transmitted herewith will substantially Qomply with the jurisdiction's building codes when minor deficiencies.identified below are resolved and checked by building department staff. . . D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a. complete recheck. ~ The check-lisUransmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plan$ are submitted for recheck. D The applicant's copy of the check-list is encloseo for the juris_diction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Jim Fend, Director of Maintenance 1 Lego Dr. . Carlsbad, GA 9 2.00B, D Esgil Corporation staff did _not advise the applicant that the plan check 9asr been completed. ~ Esgil Corporation staff did ~dvise the applicant that the plan check has been completed. Person contacted; Jim Ferio {.J,f-l~ Telephone#: (760) 918-5460 Date ~i:ti.--i.~--cv (by:~ Fax #: ' Mail......-Telephone,..... Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures: 12/20/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0.0-32;32 R~V 2 (PCR0023 l) · December 28, 2000 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad .. (PCR00231) PROJECT ADDRESS: 1 Lego Dr. DATE PLAN RECSIVED BY ESGIL CORPORATION: 12/20/00 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): Pl,.AN CHECK NO.:· 00-3232 REV 2 DATE REVIEW COMPLETED: December 28, 2000 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You m~y have other corrections based. on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · --- The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law, · • Please make all corrections on the original tracings and submit two r.1ew complete sets of prints to: ESGIL CORPORATION. • To facilitate rechecking, please identify, next to each item, the s~eet of the plans upon which each correction on this sheet has ·been made and-return this sheet with the -, -- r revised plans. • Please indicate here if any changes have been made to the. plans that are not a re~ult of corrections from this Hst, If there are ·other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No Carlsbad 00-3232 REV 2 (PCR0023 l) December ·2s, 2000 1. Only a ·few revised sheets were submitted. Please resubmit other affected sheets (Title sheet with revised index, revised civil plans, etc.). 2. Additionally, submit revised electrical load calculations, etc. 3. The revision represents a significant addition to the floor area. Provide a summary of the new total floor area. 4. On the site plan, show the distances from the [enlarged] building to adjacent buildings. 5. Although it may not affect the reswlts, the lateral calculations $hould be revised lo use an "R" value of 2.2 for the cantilever columns. 6. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number·of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. ·=--~ 1. Carlsbad 00-32.32 REV 2 (PCR00231) December '28, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad (PCR00231) PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr. 'BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier .• .. - -- Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code · cb . J 1994 USC Building PermitFee •I j 1994 USC Plan Check Fee Type of Review: D Complete Review D Repetitive Fee CBRepeats Ooth~r -El Hourly PLAN CHECK NO.: 00-3232 REV 2 DATE: December 28, 2000 TYPE OF CONSTRUCTION: .. Reg. VALUE ($) Mod. .. ,. .. .. .. .. I I \ t"' 272.35-1 ---2-72-.3-,51 D Strµctural Only ' 2.51 Esgil Plan Review Fee 217.BBI Comments: Entry_ area addition/revision: Esgil fee= 2.5 hrs. @ $87.15/hr. Sheet 1 of 1 macvalue.doc .... '.'. 2 2 2 <ti <ti "' Cl Cl Cl >, >, .0 .0 "' M 'It 'It "" "" " " Q) Q) .c .c (.) (.) C: C: "' "' a: a: ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.--€:B:: fc,eC023 f Planner /Jori Neg Address I L-GG'o 41€ lv6 PhonEl f619) 4 :aa .11 61, @mteFieian-Q:>24612 APN: -=Z=l..__l_--'-'IOO---=------"-o ..... q____,, _____ ____. ____________ _ Type of Proj~ct & Use:7ech,-,;e: Coctsl-er Net Project Density: Al/A DU/AC Zoni~: C-.t=-9 General Plan: -r,=.~ Facilities Management Zone: / ... 3 CFO (in utl # / Date of participation: /2--:zl-9.J Remaining net dev acres: /J.s:::t:' 1rcle One (For non-residential development: Type of land used created by this permit: A-II .o-ti,er c~ww uses ) Legend: ~ Item Complete {J) Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION:------------=---- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 1st" D D Discretion~ry Action Required: YES N.O TYPE· -~-- ~D D APPROVAL/RESO: NO.-,......-,----,,--.-DATE.....,----,-- PROJECT NO. -~------ OTHER RELATED CASES:--,..--------___,;,,,_--'----------- Compliance with _conditions or approval? If not, state conditions which require action. Conditions of Approval: ----------,--------------- Coastal Zone Assessment/Compliance Project site located in Coasta·1 Zone? YES NO CA _Coastal Commission Authority? YE$ NO If California Coastal Commission Authority: Contact them at -311 1. Camino Del Rio North, Suite 200, San Diego CA 92.108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal ·Permit Determination Form ·already completed? YES NO If NO, complete Coastal Permit DeterrTi_ination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans ,as "Ex;empt" or "Coastal Permit Required" (at minimum Floor Plans)._ . 2) Complet¢. ·C-qastal. 'permit betermination Log as needed. ' -I•• ,- ~D D 1t{D D ~DD tKD D -S-D D ·-B-D D )D D D ~DD --B-D D lnclusionary Housing Fee required: YES __ NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry .Completed? YES __ NO __ .' (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens,. Housing ·Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1 .-Provide a fully dimension.al site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- Structure separation: Required -------Shown ------- 3. Lot Coverage: Required ______ _ Shown ------- 4. Height: Required -------Shown ------- 5. Parking: Spaces Required _____ _ Shown ------- Guest Spaces Required -------Shown ------- Additional Comments _________________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~ ~ DATE !2~22-cx;- Lighting Computers Video Monitors Revised Electrical Calculations Photo Op/Retail Space Additional Connected Loads 120v Loads 2 tracks @ 200w/track + 1 fluorescent = 2 @ 200 watts = 7 @ 300 watts == Total 25 amps -load 500 watts 400 watts 2100 watts 3000 watts@ 120v :, I (\ -:, ~-BURG·ESS EN;;NEERINO GROUP ~t'/-l/4/,t!,. {/.l)AS7F;e ~./ Mtti. ~y-;;;;,5, 8,,,,1~ .l.(i!#:i ,;;; 1,/if, Im ::;;l'r,,;, Lid /1/JliJy ,,qa . . z¼¼t- ~ 3/t';t 'l---- --z~ e-;z.3/r11 r_.. ' ~o/112,- . ~.·7/;j!C- /Z/Po/4 7> tJ. u ,'!, 4, ;, -~;:> tP, 2-I-;7,,;, 3 /14:: ,'/J~w/Z-=-. (f). cJ4-iZ'N- PAGE: __ / _of __ _ JOB#: ~()63f~oa DATE: I I -'f-£(Jl()t) NAME: //~Jc tJ,o.'>M ''tf, --I,{;, 54 191 ·fr n .:. -· • ',. ,1 · BURGESS EN;.NEERtNG GROUP 4 :::--~~1ofA-')-.; -k.:f'7"-~ 4-. II ,~.J 0 PAGE: 2.,, of iOB #: fZ,P &;JcJ tJI 3 4---t:' 3 DATE: /)-,2-,z.tJt?)O NAME: -14/3.j_._., I V6i:--~,?,..75"".Y ~r di #1.5 h'..s ~ sg1/o/ ,;;;_,.... ~/~ /4 L";t:..- & /-LP/lol,/ U/b«d d:>,17,4~ ff · .. ., BURGESS ENGINEERING GROUP ~C#N/C. ;d,;,,4.5;r£("re:__. I I ' I l l ---· .I._!_ ' I I f-i ! I I I' PAGE: c3 of __ _ JOB #: t/&.JOJ4 -t? 3 DATE: if. -JZ -:ZCJCO NAME: ./..//3../r W,hd. /oad I 9s == /~,4-¾1'-:1c.. \ ;; : ,'~? I I I t & .4-li/.ff,K. l•/Dt)'-13 ' ' _____ J __ ,!' .... : .. __ I -1 I I i I !!!Tu-J'··_:!! I , , I • , I J j i i I \ i I : l · . i i r c; ; , ....._....__ I • ::J. • ---- 1 ; ' ' ' · I I '. 1 ·-·· . ·+ . I [ ___ _ I \--·-· I /,J!v,d. LM/;:.. L O&Jd-11 : Lvl'd ,.. ( z .1.-111-1 sx ~ +~-ti( ~6';!7ii-/4 r,K : I ! Ir).~{-+~ D, 13 '1</J'+- /& .,!; 'i-ef-. :: & . -z, !!./ ./-j- ' I /t). s f-1-.: o. 2. 1¾1'1- /,vr;,tl /111 .Fh'::.-r'-- 1-·· I I t ~ I ,, _ _L, h el_,· 1/1 I I ·1·-··-· -- ' ; ' :·· .. ,. I ! I 11~ _ :~-/15"~-+ ~t,tr' ,,J~/.'J :-! ! ' l "7,.., ' ' I ' I · -U~.75/1-'. /, 13'1'1~: fft.k#I; ...--· -- :5r.<;, ~ ' -z:p~/{ y ..:~/4, §1 ~ 1/,;..J j 2-lfr 7;-J i.-· -·-----··-· ---· ·---· ___ .. _, ··-.1 .. ····· ..... s;;~...,: • 1 ' 6'1,l-.,:11 ax~- / . ' c:I ::::.·.J..---------+--~- I . '") r"""-.-::::. { ,I 0 BURGESS ENGINEERING GROUP !. ' j ------·-___ i •• -l __ _ )· I i I /, ·/ I I , 1 i : 1 • IA. ' i I I --__ · --------------L ____ l --±A!.. -J~ I If ! I , . I I l i . ~;J&'J;t~t-• • • I /t3,. .. p l I +--. I I I . . i ~ .. j ! . --l 18, Ii ;:J, l., ! +l I i I --------i----------1----··--· : ,·-···; i I .. -r· ------ : I i ; I ___________ I __ J ___________ 1 ... ---- I 4-A Df I I I I I ' ! :Z. Z6 5?1i t. ' I _., ~g!--;f~ ~ :: I :t1>,'/C) ! <:::.. /. 0 '. ~ . . , I 1 •• -~-___ ....... •• l I ! I I I i ; • I PAGE: JOB#: DATE: NAME: :DI'- 4 of ~ e:, 0 $ + -.o / l~-/:2 ~ U,00 .J .J /$, -Ir;- I k./ = ~;clZ =- .2-4---~~ ~ 1'7"'-a ,1 ~r.;, /e>",,.r ~~/ j A ~ ~7. .f~;, r • I r =-;A.5"'3. z,;,4--' S'=::. )11 r ,;JF = ~,Jg, i J1_ ~ :2-f5!!F -t v-u,18 ,- . 4-t.Cl PAGE: 6 of A7 r) = ~-·nuRGESS EN;;~EERING GROUP 0 JOB#: . ~&9~ t::J.:!4---0 l DATE: IZ-IZ-'2t110"2. ..J./B,..J,- I I ------ --~-----. ··-- I . ' I ~ I _ _J_J_L . : j ! 1 · ~, . ' ... ! I: : I ' ' i i \ I I I , r·------: ---i--:· --- ! . '. I I I I ! I ! I I I ! I / I ; i 1--1-...,____-l---,-------1··--1-··-j-·-----·-1' ' ' ' j ; . i I I : j . I _____ _._.....,___,I __ J ________ -'· ·--: ____ I_ ·-· ,_ ____ : NAME: L = l I I U/ C ~z,5"3/4 ~~ £?1r,,,,1 '-) _8/:(- ; ~ I(?), 'z-4/i-r-\ I-P~fi>m wl-, ' :: 'tf}, g J 1//,t-; ' ' • I : i --t l ·tO, ~I ~,i,x ~ ifr-j 3 ,SC,'~- ,, ·1 -;z_. ' ~ ti ~ 1;,/,-.-::. /4:4-t/J ; I l,_J '. I ~ rti£ c'.J1/~r1~ ! ! dt: ~ ,;1 ?J17z. /,,;J/4,/n~;, ~ I ( I T __ { ___ _ BURGESS ENGINEERING GROUP ~t:l'rN~-&4s7e';e.· hws1[9..,,I-.!:> PAGE: I or--=2.:;____ JOB#: J2,?lf-f:· 0.,3 DATE: /-,r-CP#/ NAME: ./..JS,,/- /.;r Cl!P:n~r-,1()~..;-r~dt.tPnS 6:Jt,~h#r d,,ct:1/.t-~ Jb tJ/,,:.v·J~e--r1ib s~,,!;',f/,;---6ny,~ t-/4n. -A,,,.,.-v/4; ~ v ;t,.v--,,1 ,,i;,,,,,,(t,j,, t," M :: "'?Z kc /f-· Sr~? al ~ / 1,;;, ~ t1/?tt!k-JJ~/li1: ~,:).-,,-, 4-::: -=. I}; ()Z,/3,g ' ,:,...., e,(z.q,cr;o''/Mi ( /031nj ::: w~ x~ · tv/o b~ ~n6L-- b.f = 6,-~ -) Y.f = tP.42S,~, . Y-w : tf)..51i,. £/;111i1d Arr2 y . A·y [ ii. Q 4-~~t-"/$ .,JZ..'t) 41,4-/,'t\3 / 14.18,',,.,4-l/,0~;, '-~·' @ f..oGJ,t J.t/,;, 5.G4..1,3 ~q'4,1.,.fl--o,!l7•n 7.63,~l--4-f/}5,;,,J i -:.. -5,-57,1., a.v"-A-r-,t-141-f-,.'< 11,olt ,',, :: 'C l ;. /?--/,;? w -= IJ.0285 'fl;,, AJt-l" 1 Adz._ ~ J,/-1--7t.J, ,:ri4-_fl· I) ' • IJ 11.11,·h4--'71 /6111 -• I -~ I 6--o:t., 1--,h ~ (1=. ~-· BURGESS EN~~~EERING GROUP PAGE: z of a JOB#: &::?34--,tJ 3 DATE: / -f -Z,hJ./;' /1-y-. '/'1110 G/J"£6~ h~ :; 4ozo 1/f. ff ::: /~-~:!/°? 6) ' '3 /;, :e · w I IP. x139 f-f-;::o;P-, 1- hy V£ .Hi',:,~; :3 ,-t?;i:... b~ JV~.,.,._, ef I ,'511t5- f eil.-.5',ftJ..~ ;:,,.,L . //V-~..6 A l _____ ---.. .,__ c ... ·-· .. ~- ?== /,,p /L.. //J :-~;2,~.,t-- ~ -·-··-···-···--· ------------~-· . ___ ,______ •-•-·•-.•' ~ .. M~•'-''"-••,•••--~-----tk,-,,l . ~ ~ I 11 . . I • >~ h,)6 )C6) tltJ/4/mn.!:, ~-- /BK.. -· :: Cj, 131"' ~ Z..ZY-A y 1z./;,.,)P+- 11,6,'n;) ::. Ci,C/jt~,- ' I.) ::>c.. b)8 J<, 3 / (!l)/1,,1,.m-n!:i --·---------------- , a--//0 ,,., ,z 1, !:>-,;, 3 3.47,·., ~ .l>Z..,~1 . ·l=l. ~;>,<l+~;;J; 1~5. V--· 2.. OZ...,11 . 1 {!t! = /Z.C, . I ; F.I "-'7 IL/. z:L & -:c /. ~ ,,n I ~ 1rnRGEss ENGINE:RJNG GRoUP PAGE: ___ ot_~_ JOB #: tfl(l,1,(---t:13 DATE: /-/7-~<7/ NAME: ,I.JC,./.,-- ~t'8Nl'1 d.e,A,.!t.;-,e:.~ ~,.-/tf!;I A,;e£,4- t1A U,J.)~7/t:'N'.5 1 ) lL'tJ?1 I /!I/ v:: a,~ i1A-.;:-iJ ~ ,z. "' Z, 5( 0,4-4-) /,()9) . :: ~,.S-:: 1,Z.. V-::: tP~o ( l3 187§--V .: 4£)93.:P:- {!I) felj,yy,r, !, tv fe.. dr"y-,1~ '=' ~ " ~ BURGESS ENGINE:RING GROUP ./.b ~ &111 ,4 f1 vfr -==- ,1/ Jo 6:°E 16 -:::: .. /) <;;:p,:!:, ..,,.. 'fz;;, . . ,__ 3, t,, $1/11~ 2- ;s; c, ;t ''½n ,,__ 5, ~7 ¾/~ /; ~./49 + L... ~ t?D •'//-;, i-..::::'. /. 3°._3 u·7i;..,·~ ,A .A ? ..-;.,--C I .. , ·i (:Y, 14-'7 •+ C/1,.-:=> /,0 I J..:.;, ~ ).3.:1 61~ --== . PAGE: 7 of __ _ JOB#: ,l'&M:-.a3 DATE: /-/ 7-~ NAME: _ ___._./,....:....'-/.,_/3_,,· ,,=-../_;_..-__ G/n:-3 &rM/4HJ t,)k- ~~~ ;5 ~ · Pr~e./-,,>n l~.Jt,.r-i5 t9, 141 + @, 14-9 -I-tJ, /6--I-._d, C..~ /f <:: I. '!3 tfJ. 'iv <-/., 3a I u)/4.-f..»/4.-ch,ltfM~ 1,i.1,,+~ ,,---. ( ' \ -' -PAGE: 7 of __ _ BURGESS ENGlNEERING GROUP JOB#: t,t'()O 0.74-rt) I DATE: /t-1 z~Za?o I _··1 ·- . i I I I ' I 1---·---l i ' ·"·--·-.. -~i. ... ,,, i I \---. --! .. I I [ __ J ! --· -...... l-· I ' ~--------L ..... 1 ... • i i ' I ' I I I I ' I ----....-i----·· __ ]. _____ , .. i . I I l- 1 : I I ! : NAME: __ ../._.'.../_B_,,'-.J,_,..... __ _ I I ' ff.f&n1 L &c1d 4,- ' /;'/4.-rn,17 ::.. '~ = 4-~1: 3 ; !1/4Jmfgf-Id f pt'} itJh;,1/1 z 4-'/ X l?r!?-~ 4B'U-- i = 5 /U /j,N<t' ____ , __ ,. ,/ I/ / / i •. / __ f. l i .____.___._____,'--_,_-______ l ____ i ___ I ________ ... 03/14/2001 Job Address: Permit Type: parcel No: Valuation: Reference #: Project Title: Applicant: JOHN BURGESS SUITE 227 · Gity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 p·1an Check Revision Permit N6:PCR01052 Building Inspection Request Line (760) 602-2725 ., 1 LEGO DR CBAD PCR Lot#: 0 $0.00 Construction Type: NEW Status: Applied: Entered By: Plan Approved: Issued: LEGO TECHNIC COASTER ENTRY Inspect Area: AREA REV,EXIT DESIGN,ROOF BEAM,PHOTO OP REV Owner.: ISSUED 02/23/2001 CB 03/08/2001 03/14/2001 3865 03/14/01 0002 01 02 22921 TRITON WY LAGUNA HILLS CA 92653 949-588-8801 CGP 272-00 Total Fees: $272.00 Total Payments ~6 pate: $0.00 Baiance· Due: $272.00 Plan Check Revision Fee $272,00 :--. FINAL APPROVAL Inspector: Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a).-and file the protest and any oiher required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacliy changes, nor planning, zoning, grading or other similar application processing or service fees fn connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been Qiven a NOTICE similar to this, or as to which ttie statute of limitations has creviouslv otherwise excired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK No:YLll2)05~ EST. VAL.---,-----~-- Address (include Bldg/Suite #) Business Name (at this address) Lf'/#L ~ ·-~if#"' . Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use # of Bedrooms # of Bathrooms Name · Address Ci · fate/Zip Telephone # Fax # 1%'i0APJitl@~2:~lCT~en):l!t;;~!:'ePDA'9~'fofowner/::,:·:./0;',:T:~7'i;"':':"'J;',T,7J:?::ny,--::~r,-;t.Ji:"'.:?:'~ Name Address City State/Zip Telephone # [4h,.:;0PlroeE!Ltn_::t.!!;~~~ ·:.::~~ · · •z[;;;;,~;:, _ .. , .. ·: ... ~·. <.·.,,," :r ~:'.::···'f:~.-:··~L~=·i;:;:~.:::;,:;.:,,:_rr:.;;: ::·;;~··;±,::,~~<:,,: w· ;:;{/:-:.'1 ;::. i Name =="""'=~=~ Address eity S.tate/Zip Telephone# ~).;®,~Ift4<f1;Qll,.::Ji:.Q.MP'~~'t''l\!~!V.tE;,~~-;,: ',., :.;,r::··:~, "' ', ::::~~::."'::.L.:": :~' . " ,, ' 'µ, "" /4,:,,,..;;;.,;,,.~-·.-;·,,,,...;,,,,; (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he i.s licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred ·dollars [$5001). ;pJ?I<_ Name Address City State/Zip Telephone # State License# . License Class ~ City,Busi~ness License #-:-c--,c"------,,.., 277&--~€JS &vGilA/~G ~-~,Z,9£/ -zib@Ltlt'£.Z7, ~~v.~ /4-.eJ~~ Designer Name Address 7 City Statl!'iZip 1:elephone ;:, !tat:_Lic~_:' ,/!.-&If!.~,.,. ·... . ,~,~~~~:-----·-----:·, . , . ,. ~~~;.t?~( ~-, Lti.i ,,,.;r,,WQfl.lCJ:fll,;·9,QMR.E,~~A.!19,N·,1,,.·.:.·,;,,."-"..:. ,.:-.-,,_, ... ;' .. ii ••...... ', ',. ., .•• ,. :,,;;,,,., -· '• •' ·--''""· ~, ... w'""'"·:.C'> ,,,: .. ,::::t·•, , ·,.•,. .,c,..;~.::.-.. ,'.-~,,.a,/.'.,¥ .. ~,;, · ,:::..:"':, ;,, ,: •. ,,,.J Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for Workers' comp·ensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensatio'n, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: · Insurance Company ____ ~----------------'-Policy No. _ __,, _________ _ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LES~} O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000}, in addition to the cost of compensation, damages as provided for in Sect.ion 37_06 of the-Labor code, interest and attorney's fees. SIGNATURE. _________________ ~------------DATE ______ ::;::::--.• -:::;:,-:::: ,z?(?oWfiER::Eib1toEi:(:.orfcl!AaAt10N.' :. -· .. ~ · ·_ :·:. :; .. ;:-:··; ... \·:_ .. ~:.:·~/::· ~;-,.:, """~"'""~=-'""·,.,_,_,:,,,.,;,. ... ~-·.· .... ~;-;;.,,,-:,;,,, .. ,_"'."'"-·::·.~,~'.":L';c'."~:-~-~-"--';.:..·J I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure-is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor.'s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered ·for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the·burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s} licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Pro.fessions Code for this reason: 1. I personally plan·to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / ad.dress / phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work" (include name / address / phone number/ contractors license numberl=---------------------~---~--'-------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):. ______ .,_ ________________________________ -,.-_______________ _ PROPERTY OWNER SIGNATURE __ ~------------------- "~-""' ~-Ww>',.) ..,...,__,'<"..,..,,.,......,,.,~,......_,,,~o.;,v_"'+,,,_..,,,,PV, ,,,.._...,. ,_., s-'~',,' Mtj_....,,,_,,..,,.,...,.,,.,...¥-,>..,.,. ..,,....'<'>'•00'0.,,._ • ., ... ..,,_.., h , ,V .,_,,.,,.,,.,............,..,...,.. -i,.,..,, ... ;~Q.Me~.§i,E;'.Jl:!!Si$.l;\:a!Qt(F,QB;N,O{v'.2/Uf$JP.EN:Tl~.L.~. IJ:.1)1Jiq',f,l;_BIYIJ'r~:,9~1;y:~:.::.::.:.,._..: -~{. :,'.; ,_-• ,.~.;.,,., .• """" ,·...,,;,,-.,...;~"'""'·"•"'""-'·"""'"·'· "---"""'~--""- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration ~ or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance-Account Act? 0 YES ),)l./ NO Is the applicant or future building occupant required to· obtain a permit'from the air pollution contrpl district or air quality management district? 0 YE~NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES MNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED~SS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR.POLLUTION CONTROL DISTRICT. ~~pNSTR[cfio'N~Dl~~l:Y::~~:'.:~ ;:,;,_ ,.. ---~~,~,..;.,;,;cct::i.:-~.:"' ,.,.,.-.,.,~.,_,,, ·:. ·.! I hereby affirm that there is a construction lending agency for the performance of the work for which this p~rmit is issued,(Sec. 3097(i) Civil Code). LENDER'S NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST Al:L LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE; OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required"for excavations over 5'0" deep and demolition or construction o(structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this. Code shall expire by limitation and become null and void if the building or work authorized by such permit is enced within 18 days from ate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work i cbmmenc · a 180.d s (Section 106.4.4 Uniform Building Code). PINK: Finance List 1 -Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permi~-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure;type to be associated with the permit. Choose a structure-type from "List 2 -Structure-Types" and put its code in th~ approp$te blank on the front of this application. Residential Permits Code Description APT Apartments -new construction. CONDO Condominiums -new construction. CVNNR Conversion. Convert all or a portion of a residential units. non-residential building to residential use, creating one or more new CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). DUP Duplex -new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). ·. ·RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. ' . RREPAlR Residential building repair. Damage, fire, etc . RREPLACE Residential building replacement (no additional units). SFA Single-family, attached -new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foW1dation to roof at, or forming, a lot line. Has own plumbing and heating system (e.51:.: townhouse, row house, half-plex) SFD Single-family, detached -new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached •granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/ Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAlR Commercial building -repair. Damage, fire, etc. CREPLACE Commercial building -replacement. CTI Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical oermit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) -new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. 111 Industrial tenant improvement. .. MECH Mechanical permit, for mechanical work only. MISC ... Mis~ellapeous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing-permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wal~ permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 -Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MFS+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). 1-'' H. EsGil Corporation 'l.n Partners'/iip wit/i. (jovemment for '.Bui/aing Safety DATE: March 6, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3232 (PCR 01052) PROJECT ADDRESS: 1 Le~o Drive PROJECT NAME: Technic Coaster SET:I Revisions r;gj The plans transmitted herewith have been correct~d where necessary and substantial,ly comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies-identifi~d below are resolved and checketj by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheQk. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list .is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the chec;;k list has been sent to~ r;gj Esgil Corporation staff did not advise the applicant that the plah check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: -(by: -) Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ O' PC Fax#: Enclosures: City-approved plans 2/27/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 · + San Diego, California 92123 + (858} 560-1468 + Fax (858) 560-1576 ... :: . Carlsbad 00-3232 (PCR 0105'2) March 6, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego .. Drive BUILDING OCCUPANCY: PLAN CHECK NO.: 00-3232 (PCR 01052) DATE: March 6, 2001 TYPE OF CONSTRUCTION: ., BUILDING AREA Valuation Reg; VALUE ($) PORTION (Sq.Ft.) Multiplier I\Jbd. - ., -.. Air Conditioning Fire Sprinklers TOTAL VALUE - Jurisdiction Code cb . By Ordinance I B~~~: Pernit Fee by Ordinance '"""';j lt1!"'i: I J $272.34] Type of Review: D Complete Re\.iew ·tJ Structural Only D Repetitive Fee D Other I ;~~( Repeats "' 0 Hourly 2.5} Hours* Esgil Plan Review Fee $217.88) * Based on hourly rate Comments: Review of revisions: Esgil fee= 2.5 hrs.@ $87.15/ht. Sheet 1 of 1 macvalue.doc -f- .2l C\l Cl >, .0 ~ "" (.) Q) .s:; u C: C: C: "' ro C\l a: a: a: ~DD ~DD 'l;(D D PLANNING DEPARlMENT BUILDING PLAN CHECK REVIEW CHECKLIST 0£/SINl¼t,.C.8 00323 2.. Plan Check No.-e& Pc£=00t:tlf :o1052 Address .:L L..6'eo d£tu.& Planner Doa Nf:<tl Phone (760) 602-____.~ .... G.""""/-"'2=----~--~ APN: Z.II-LtX;-o9 Type of Project & Use:.-r.ccJhV,~ ~ Net Project Density: lv/1-t DU/AC Zoning: . c...--r=9. CFD/(inVout) # I ~eOne , General Plan: -r,::.~ Facilities Management Zone: _L-1~-- Di::ite of ·participation: /2,~?,l-'13 Remaining net dev acres: /.J~.SX (For non--residential development: Type of land used created by this permit: . /tft..1.-OTMt;,,e o:;r,t/t"Jl!i¢:;.f,:/t:-&ffi5'.S: ) Legend: ~ Item Complete Q} Item Incomplete -Needs your action YES NO )( TYPE Environmental Review Required: ---- DATE OF COMPLETION: ----~-~- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Ccmf1kde:l. A;fJfoved o/ ~c.. tf--/'f-oq- Discretionary Action ReqtJired: YES NO >( TYPE /!c.. ~t:So --..,....,._--- APPROV AL/RESO. NO,. 'f7S:S DATE t.; .... /Cf--00 PROJECT NO. SL),<') "llJ-_/¥(,4) OTHER RELATED CASES:_· ---'C(J;..,.::_ ,._,,__/J __ 9'--=~'-:'--:/j..,,..,~(,~t4;~)'--'-.-~'----'-----~-- Compliance with conditions or approval? Jf not, state ·conditions which require action. Conditions of Approval: --------'-------,-----,---,-----------,----- Coastal Zone Assessment/Complia~ce Project site located in Coastal .Zone? YES )( 0NO . CA Coastal Commission Authority? YES= NO )( If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diegq CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Pern,it Determination Forrn now. Coastal Permit Determinatior:1 Log #: Follow-Up Actions: <=<,A 9C-l0'f) YES NO 1 ) Stamp Building Plans as "'Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log ·as needed. H:\ADMIN\i;:OUNTER\BldgPlnchkRevChklst ~DD µDD t4 DD ~DD -B D D flD D ~DD ~DD lnclusionary Housing Fee required: YES NO _K_ (Effective date of lnclusionary .Housing Ordinance -May 21, 1993.) Data Entry Completed? YES · NO (A/P/Ds, Activity Maintenance, ent7r CB#,'~oolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide c1 fully dimensional site plan drawn to scale. Show:-·-North arrow, property lines, easements, existing· and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topogr~phical lines. 2. Provide legal des·cription of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required Shown -----'------------Interior Side: 'Required Shown --------------Street Side: Required Shown -------'---~ -------Rear: Required · Shown ~-~----------- 2. Accessory structure setbacks.: Front: Required Shown Interior Side: .Required Shown Street Side: Required Shown Rear: Required Shown Structure .separation: Required Shown 3. Lot Coverage: Required Shown 4. Height: Required -------Shown --'------ 5. Parking: Spaces Required -------Shown --~--'----- Guest Spaces Required -----'----Shown ------- D D D Additional Comments-'-_ --'+--7--~----------~------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER lLn DA TE 2-Zfi'-O/ H:\ADMIN\COUNTER\Bld~PlnchkRevChklst r--,--·· i I 1--·· i l l : . ~krt-$7~~C7t///L.¥£., . '. P~1~ ~-~ <~+/$/~#) : I I . I ; . ' ; '1 f-I ' ' j I ' ' I l,'vf-. lettd 1 -I l ~~r~ j 'i, .. • .. , - BURGESS EN9INEERING GROUP L ·-1 i i r·--.. ! - : i I I L_I __ I ,. I-- 1-·---1 1----. I 1----: --1 I I ! I --1---···-· I_ - -·r-·· I 1- --------r- ... ·j I I I ' _ ..... '' --i- i I ---·--r I l . ·-'-·+· l,, .. --~J ' ! l : 1' i - ~--·· __ 1,___..,___,___,_____....,__,_......,.,_ PAGE: JOB#: @34---0 4- DATE: ~ -/11--(),I NAME: .:/4f5,.Jc I ' __ , I I· i ~--·-I --!· ;:.,.,,-,_. ··::.• .. •:·,·· BURGESS ENGlNEERING GROUP.:,.>:._.·, i ! •' ·1 ! I I ! ., ' ' . I ,· -~ . -l . l i I i 1 __ ,~J ___ --T · PAGE: -3 . of-"::'--: . "'--'--- iOB #: @'!f4,.-0/. DATE: J!. -)4---'t) j -.. NAME:-..J..1-6 t..t,-.. ·. -1 ! I I ! i. ' ·-·· 1 • 1- ... -· ,' i_j __ _ I l -...; ' i I I I l l. ! 1- ' L--· .. -· ! ~an· l l . t--·:· ----i·-. ' I I I : i ; I j I i . --t . I I ·---.J.----+-----_J_ ~ ! ! I 1---.;;1! .... -T ... ,_;i_,.• '-1 ,'Q le'~t: l j . ··_FEn@· j __ I ,S7B-& ! ' -- r I ! ' I-. I i i .... ,,l ___ i I ' ) ' 1-· · .. ;---. -----;· ;--l---·· ·---; .. I ' ' ' I i i I I i i ! I -i .. ' I I i . I I ·I I r j : ' l l i f· ; i---·-... j ! I --j. I I I • i -,_ '1: ! i ~ ··i -·-,..r-·-·--· I i . I I ! ' ~ , ,, . -· : PAGE:-=·c;-'--_of :.i'.°t.:'..·:· .. ' r • ~ '· ; BURGESS ENQtNEERiNG GROUP JOB#: --=(;(P=J'.....J. (I-:,_· _,-tJ4,::;..:..·...:.· -- DATE: ____.Zi,:::_-.,_l.,..6c...-----::..t)<-/ __ \ I ·~+ .© --j·· I • ' ' I I f---- I ·01 . I : ! ----1 ·-----~----. ---, ----; 1 i i I ' ! --------i--i . _ ... -· . -· -' ' . ' I I -l-.. J ' j.'fl . ~, \ '-: ) '16 + 1?1 ii:-rte tt!S -1 iJL ; '-f-'-::.W- .'.-t~cq:... i5 ,...2_4-1 l ., ! I , --. -. I • I I j .---·---'f I . ! NAME:---'J.,_~ ..... $=+"?../,._..c __ _ f I . --T I I· ,~47 , 5~ ,\ -16, rift ! I :~(tJ+f; f it=--t=J --f I __ \ .. \ !-1b1 -t,~1 I -1 ' I I -·----~-··-,·· I I I J i_ ; I . i 1-·~----, ! . : i I •' ' ' • -· .-.-f -·-' ---... -f .... •" l l I ,; ( ' ! 0 -· -----....; I ! ' r I L . -L-.-;- 1 l ; r ' . i I l I I I--~ ' I -~----·~-- ' i \ i ' ' I ' ' ! J I I _j j \ r I __.__. ___ , ---i ____ !·_,!·_ L---. __ j___ --·· ., • I • I ' • • ... 1 _j _____ :_,_j __ __J_i__J _____ __! __ _;__ ___ ·_ I 1 I .. -.. ,,. : ____ 1_,..___.___, f . - j ,-·-- f .. I i i t i.---., PAGE:, l. of.___:.·~- iOB#: 4,?tJ:JJ.:,LJk BURGESS ENGiNEERING GROUP DATE: ,;z_ -;¢"-0) 4 -.!::>- ., . ·i"-· I 1 I I I· I ! ' . . ..... l I i-. : I ! ' . I ; . --... ·--·-·· ___ J_ -···. (2+-':: I l .. I · D l _ ''-6 - ·r ' l . ---. ! i :,.,. _____ , NAME: J Jl5,./c r ·-· · ·· ·· ·· ... 1 I -'IC. f•~ ~I -------r ; i i . ; I ' , ' I ; i --,~-· · i·---·-·-·t -·--'_ 1·-_ -4-l ! ' i i ;· l · j' . l -/ · l ll ~ l f i -~ ---.~· ..... ---·-.......... , -~ ...... --, •. -............. .J ..... -~ ............ ·-~ . ' I i ·---... -----.__,,..,..._,,__.,1 I - BURGESS ENGINEERING GROUP PAdE: :L .i -of~--"'"" ... ·.'-. -'--- JOB #: t)Q,'5¢: :-4-. i>AtE: Z -)!::,-:-oj, , NAME: JJ[s, V,;,,;-,. ~ - i d : ! I -I I j 6/2,1,..-. v·~~ ! . ..;.,i.. · . c--: 1 _ I I .z~ ·-· . --,~ 1.6' I I I. · 7.o 1 '0.~--'- I ! . ~.· I : i , 'i .. , .. 1 ------···· ~' . I l· ! j .. , i .-.. l . j . ' l-. • . .,.--i I I I . ..: I . 1· --1 ---~ ·----/ ..:. -~~ ~-- j / f ,___,__ i ____ : ..J ... _.· _____ ,.J .. ___ , ____ 1 I· I ·! ... l . f. . . ,175~ -·i __ J_._,. ' (&#14) I -; .. J : --r---! ! , \ I : ' I ------·· <§) I I z,1,;j 15'l I 4,/A..._--i 4 4,(3,$' I 1-·---·-L,>,.J--f---+--;I-I -+--' - I : . I . tJ .(), ~ I I -l J I-I ' ! ' i ~,~81t- l I I . I I I ... • -·-.. ---•• I I I ··+··-!----- I . ! I . I I. i ! . 1--.: .-~-.... --· I -I ------- 1 ' l ·-1· .... i"' ... -.. , i . I ' I f. i -----__ . '-:J _ I ·--·-----~7-7----·· ,_ _ .. -----· -· -~ ....... k----.... --· I L . I I i l ! . I I l ,----! i ~ i PAGE: f3 of.;....-----'-- iOB #: __..,&2:)....,·,...,.'j,'-"-';f.-_-__.4,_· __ BURGESS ENGINEERING GROUP DATE:-'~=---=J.5:__,_·' _"-....:::CJ:c.AY'--- ' . . --r -;~ --·-'· ' ' I ·/ I i I -t ---~---i. -. -_lL -1··-~ --~ -~f -. ! ' I ____ i I : / · l I -__ : ________ __!, ______ ..... I_ .NAME: __ ../.l.'-"'-'-'l.5=-+',J.=y-__ .. ! l j 1,[)45~U--! ' I I ' l • I t I I I I I I I I . , I -----.+---!--11---1---1--....i---1----1-J -.. -i-.-...------, i , 1 ! -----1· I -·------------... --: ! -l ------------- ·'.·.·'.. -j::i . ;, _! __ • ' i ·.1 I , i 1 i I .............. -...................... -....... --.. ----~ ~···--~-- i LJ : I - i I ... . --· .... _J,__,_,.___ . ::.;' '·-.~· :,;' - ,~-· I I 1. i I !-- ,.. PAGE: 9 ··of"'"" .. "-'-~- iOB #: Jb34-. --. Of: BURGESS ENGINEERING GROUP O' · . .DATE: ~ -IS:.-0/ -fl-J fl'=' .. .... I i ! ; j i I i I I o/; 6_, I I I 1 I I· ' I ! l I ' I t ' I : I I ; ! ' ; ·- I .. ;. I l ! I ' -... ..\---1........-..f---.•. " : .. .I NAME: -.1J/s,,J r j tfew6.tm.s ~ ~ j '9ft, . S/rut1/4~ '?i~1~1e.,,. ~.&~~;.., ,,/ ... f.lo/aH d t1 ~/; ~rr1 / a. V l · I I T~n l ' 1 l I I I l 111--1 ·'\ EA . I i , I '· I i i I I 1., t 1·/e-.J-t. 91-"-:-=-: 4,tl ' j ,. j i d <1-1~ i' ' J I -; -1 ' i -· ·7.1 ' i j I ; ! ' ' ' -....... __ t __ -I I : ~. l J I ... I I .,. ___ ·- i j I • ! . .·, I :1 I j ! ! ! l.i'3JS·I - : -· .. ! ' .. .. ... -- ·-II 1-;l ,. --..... I •f ; 1 · ' I . ! .. -.. ~~!-i . ___ ... ·--· --:--,.. .. _ .. _ ~, .... I ! ; l I I ·· ! - 1 1 : 1 , 1 ,1 , I z.&1: ' .... ' ...... .! -I : .. i I ' . i - - t I I I •· . I ' : i I ! ' i .. I I I I I I I ! : I : : I I "··j-··.. . . I I i j l f I I l I I +-~·· I I I . . . . -----. I --.... I I ! l .... _1 ___ ! ·----- I'- i ' I ! ! I r·i-- L .. i I BURGESS ENGINEER1NG ,GROUP:;,. ', -:: ~-' . . ',, ':-·· ! I ' : l ! .. ___ ;_ -·· -l ··-I •. , I i , I ' I I } . I I I • I le I j4 = I : . ' PAGE: /0 of-~- JOB #: tJ()JJ. .._ ()(6.. . .. DATE: £-16--':-'oi NAME: .dJS J../ C ' i I . ! -!-.. i-.l--___ J t'~ ~-7' At-; . t) I e) 1,. ) ,5 ''/; fi :----· l 1 - L I f L -· ~ BURGESS ENGINEERING GROUP PAGE:-~--of ___ _ iOB#: ------'--- DATE:------- ···'·--· i·•·-' I I ! . I_ 7 I ~--t--,--{--~t--. ·+-'. -- 1 , I 1 •• I i i ! . -- I _,/ p ___ ..L ---.. -... J.. . -· ~- NAME:: ______ _ l--. ! __ , __ -----· .... ' l I ·--f' i I .. , I i : -jl--7· ---t--J; _ _'_iffi. i-L-: 1- , : ; . I I ' I J • I ' ' I ; l i - : • l I . . : , l, ' ' ' -t ; . . i I I : I ' . l ' ' l ------i ·•·1 T I ' I ' I ! ,' i -----~ I I I . J__ __ -i----' - I i ~ I ,. i. I I • I f ' J • ---L, ___ . -••. : l. I i ! ! i ! LJ._ PAGE; ____ of ___ _ JOB#:-------- BURGESS ENGINEERING GROUP DATE: _______ _ NAME: _______ _ I I. 1· l ! --~----.. ---. ) i " __ ,,_ -··----"' .. -l . 1 yJBP~ ~: 'L-JJ-' ----! ·-•. --- I I i I i . -1 ·---. ---1 i ~ t : j \ 1· -~· • ! I . ! -I • r , I 11_~-----'·--'· . I . . I l : I : i -' I --.. , , . ; .. L--L-----1 ! I I I I I j ' ' ' ! : I f ' l , l .:_____ l· , _____ ! l ! '---_,,___.____,,_..:.,......._!_ __ !_'._ -·-------·.I_ --__; I I ., PAGE: · of-'-. --'--- BURGESS ENGINEERINd GROUP JOB #: {ljU-0 4 DATE: £ .... Eb,_. e}ie;/ NAME: .././8; ./c I ! i ~-··1:. ,---~---·:--··:-···-·: ; ' ! I l ! i i I : --~-----: ; i i ----------,.. -~---- I i ! ! i ! ' i I -· -- -_ _.. ___ ---~---· .....-J-~-- . J ~~ 1.--_ 3..1" iA '-« -··rr ,_ tt.:.ft<''./:c , ,: J-,--t--<-f--+--!~-r-,.;..-+--+--J..-1,--.+---·-·t---1--'-c-"-,f---l---',+'-'-'-'µ+:,,,, ___ .+. :.:.c.,+h-_::....,+..---i----- --··--+---+---4' /_~) ··-------·-.. .. ...... ·-·-·-·····-J,ti'------------------- ___ -_,_---_--_.-_··_· .. _,_-_· -_,_-_-_-.._-__,_---'---'--···-J-L-. _--....._ ..... l_.L.-....,_·-_-L-. _ .. .../-·-·-·-.l.--+_L,...;...J... ·_----L--------..1..· .. _ .. J--.!...-....Li_ I ~. BURGESS ENGINEERING GROUP PAGE:. ___ of ___ _ JOB #: 1Jt;34,, ~l!l I DATE: ~ ~ UJ ,. C-(9(;) I ! ----- 1 I . ! I• I I \ . I--' . ·-·----;-----·· ···-' i I :/ = ¾'= I . NAME: J j /S,.:.fr ~(/1$/i ~; r/o fn1 ½~?a: 6)~;:;> • I I ! I . / ' ae6}vd-'. l'.10atf i!--I I I ! : I I ' I I LC~dt,i -'-z?'t'tm,;\-' . /l,2 /-st 1 i I l . \ t-o. l 1'-OIL.. CJ ,_z. --'!=. '/4-- ! ! i 7~ --~--rr ~~.o,,J= I i I -F=-4-.z.11L k( ::: (.oo X /~-: 26 1 ~ /t!Z> ,·,, I v, ~ &. 3?il-i I ~--. ----..!----· .. BUE.GESS ENGINEERJ,NG GROUP ' l!,b&/l ! . ! I j ! ; i j I l I ' 6u.F3I ; I ,· j l I i I · I I A / .O..lt!--/' z__; C/ , I.PC.,., I /./1 I _j L._ 0,1~· I PAGE: JOB#: DATE: NAME: ~,~fJill,id of bfJ:?4-@/ £--Zo-0/ J../S1.Jr /c.-::: Z..,O I r I ~ 12-1 = 1441'7 I I ' i 1/rt ffrcut1~ (o.,.m-uk- cr:'/1"-;,t "" r • ·/ ·c • ~./1/-1 + ~ CJ{) ''Ir~,._. ,.c:::'. /. 3'..3 u·r,~..._ 11,, t, $ ¾ t, j.. -I- Mex;; .,.. &'1 4~ ~ I. 3-t:J NAME:_--",./--''../.....,,/3_:...>.,,_,,,ef,._..-__ (Jh:3 dn~/4;,,) (I)' S-~.f:, W/?ilvL d /',.; tf /.;>H /,t)ij,+~ -. ' -. ~q;,, I .• "( . ! . --- l. ··-. I o-·- BURGESS ENdiNEERtNG GROUP PAGE! 7 · of'-, _ _.___ JOB#: -Z.PtJtJ 0.74-rt) I DATE: /l.-1z--:etbo NAME: ../../ B ,.J,;,. ~,mf-n/ /,"J f,!J't'~ tf,,,>/4,-nn :::. _.._.,.--.. , ,. I I I I '' ~ = 4-~l 3 4-,,. )( 171?-:--4131/'f-- = 5 76, 1/2 >~ / ~ 1· ,,_ __ . I- .,~ ! . .,. . ' ( PAGE: ____ of_---'-_ JOB #: (2t7,l,(---t:13 DATE: /-/"7-,Zcl,::,/ NAME: ,/.JC,./.- ~t'&Nlt'.! . &A$;-_E~ /i:v,,-~y ,,4,,eE,4- tJA t.dt.J4·7/Clt./.!, 1 ) u~:11/SI/ V ~ . -:2--~ tf,4.-J: lJ ~ rz.. ::: -z_, s-(· tJ, 4-4-) /, o/i}' - 1,l- V-== tP,S-( 8 ltJ7-S J .:: £/M,3.:,,::. /0 :: ' 4;J-k. ~ tZ-1'4- 4- _ C!t1/ai-n-iri~ . ·Ii)µ., drr,i../1J11 ""' ~ l:: ! . . f-----· ---- ------ i ! BURGESS ENGiNEERING GROUP -. ---,~ ·-· ------.----........ I------------~ 1---1--1----f--l---i--_,.____,__ ,: PAGE: . · of..a..··-"-'--'- iOB #: ~34--d/ DATE: z_..-J!&-eJ/ NAME: J..Jf.5 s;/.,- ----j I --I ! BURG~SS ENGINEERING GROUP --- I I ....... ---------. -. ---·· ---. I . ·1 I I . J PAGE:----'-~-of,._ . ._. --'---'- JOB#: &aa+-t>; DATE: ,Zr 'ZP-0 I NAME: ______ _ I. ! . _.!. ... ., 4-'.:t! J,ld L -I ' ' I I i ··r-- 1----1------..;.--+--+-,-~-t-~--1--+--1-: I ' , I i. - I I - I I I -----·-·r l I I I . . ! . ! ' i ·I ' . i i i : I I I i-------:--rrl · --~ , · I I ; . i I . I l I I ' -.... ' ! i : ____ L__ 1 1· f--+--+l -+----,---+-----+--i--,-4---... -· ----l--i-~r--.+--1---.J--!--+-l,--!--.. l --. I . -~--· ---·---- ; I I ' ---· _ ,_ ---------·--·-· --·--·-·---- . -··. ... --··· ..... --·. i I 1 i · I i ' ------·-i I 1---l---+-+---+--I-------~ --~----~·• ----·,--------~-1-..j..........-'I,-----, __ --- -----·-·-!---+--· -----··-·· ----------· -·-··· .. --· .. --·--·------· ------------· --l ---1-- 1 ' ' I ! i i ------· · I l i l I i i i I , . . • ,1, BURGESS ENGINEERING GROUP / ./.h -- /1/Jay ~.5 /1"1-:: , '/JU-w1 I 'l- ·"\ i z¼ ·¼i- -,t,. o/-{j( 'Z--- = ,Z.:11"/a e-- ~'1/,R e_. £o/11~ £·1//,rt'- ~. 4' '-~'!:. ,;, -If;:> /Jl, -:z1,-7,,;, 3 .tf;. t>4-~ z 7f- ,: \ l -, . .. . ~ ' (~~ -.. , . . BUi<.Gi<SS ENG';~E:IHNG GkOUP _,.. PAGE: z.._ of_----'-_ ioa #: Z~t!?d Cl 3 -4--~ .3 DATE: J)-:z,. zj:J?]O NAME:_./,-'--'./-'-· /3_.;.:::>,...,, J~----- 1{ ao/. K.-/r1> i_ ~ u 17!:,.~ ~jL. --==--.:.... __ l • l (~ -~ -i> • ,"1• BURGESS ENGINEERING dROVt> ·. . ~AGE: ~:.::>.)~~~1~1£}J~t:~:t~W~,<;g:·: ·,· r JOB#: gJ&2_oJ1:-" () 5 DATE: ~7.8 .. -kd¢t2 . I' I ! ! i. ! I i .. , ' ' I • I -1- Pf8L LM 4 = :L,;.,t.--Lo&1J.i: ; /,J ;,,,J_ Lod d ,,. t 2 · J.-t11-1-1, SX VJ o/1'.f(X: -u;;,_7*7-(r r,x NAME: . ./..1/5.Jr W,hd-/o,gd 15 ::: /&,4-o/-f'-i~ ~e. .,_ /, /9 t'9 :. , . .s FUJ " t ~ ,4.rtl(f'.X l•J°t)ll3 ~ i£~~+~ I (J. ~ f +-'-= D, 13 . 1<i.f+ /@.,.S. -/-1/-= & . -1--l ~ ./i- 10.s·{-1-: O.,z.71/111- ; f/lc €,1$"~---I·· &.~f'(li;)&f/J_: ' l "'7,-. j . . ' !. -2LJ_67/;4-r I ; : I ~,4, I , I : I I I I \ l l I I i ~-· - BURGESS ENGINEERING dttOUP / 7 ~Ju%;l- l~, 7t.,% ~ , I tj--: ,,----45 ·+- i t;.e,z ' , i I i , : .. ,_J_11•• ..... ,~ ...... M.l,. l O ~! . . ' I ' I ' I , ' ; ; I 11 ~ .#)b6¼, . f-'a--21. 99,h,, c:-tJ. Ju'J;:, l- fl =-!1~ ...-,.1 /,:j· z_. t-1 -'f l!J. /IJ //II -s-0 /J, J(; -~ /b =-, ~z, lt!/4-;<1Z,"rt/t-± : )}7,' .. 1..:; -i z_{j;, '1;t1 L ,_ ..... -··--· ·- I ' o· /_ I-(_ . ~.[~¾;,t. . :2z.~1 a.-:: ! : ./ /. t> 6), 10 ..._ ~~~ DI'- k./:: ;z;ctz= Z-4---'fl-:: f!e8;~ /18 ""?' ~,,/ A ~ ~7, ,,_~; ?- I =-/As"'.3. z;,4-, 'S'::::. /11 Y' ---IF :; ,;,t 11-. /2/!;e,-i \r -&1.18 r 4-t.t.). I J I \ ' ' I • ..., !·· I.. .... I I I I I L_ ... l l' i I j ' I I i' I l . (i ;;:: °.~&~¢iJ~1.iA.itk.J" ' DATE: ' /Z.,,.. ti._ Zbt?-0 ' ' : ' ' NAME: .JJ B,.J;- ' ' UJ C. (!_:z,S-3/./1-t_-/--;ZcJr;'( '-) 8/(- ;:r. 'a/, ZC,, 1d-1 I-;f?~/,,7/1-1 µ,) (- :: tfJ, sl "/If".-- f, /), ,5/ 1/.f-J ,X t'!ff· C .Z-· ~ fr;& tf.;)/4-1r1_} . r 3 ,:5(.ptC: t-1 ~ 1;./1-·~::. /44-t11 ?l i C, ~ ,,f,;1 ),;,t_,,.,.,_.. o/'" ,, w; l/ wP .-,,,l p1<vL- #:f : /41,!),e.. /6J $);;;;7 /:"Id /t,.U" __ .(_, ___ ' ( ®c , ' .. ·PAGE: I ot--'-, ·_~z_. ~ BURGESS ENGiNEERING dRQUP JOB It: /Ji?:$4: ~ OJ' bATE: 1-,t-.C&1,t:1/ NAME: ././ /%,,/,.,- ?;-::rr,,,;,,/,,,r.J· Ll,::,4:;;e',€, Mo.:r.1 OP ;:?,_; C& $/d'--1-,_!, ·r;.,,... C¢,:i'1$/-· l!~r:.-1-·· 1,,,..~~G&:,);n$ ,:f)f!/Jn;r t/,-:.c::1;--.f.,$ Jb _tJ/,t;ii'1t3&-'r'htJ -5'7/c,tf'r/~ G(tY-;-,,t '41rt-..A:ir" V;;;"~ t:f. r/1,~ A,.,;;n(f :t,, Q @ /J?:: ~z,~/1- SrFfd :;,; 11/,i, 3 4--::: -=-~.bi&${:, (1121:~)tf-. ~ (zc;, rtt> '1/1.,;;) ( 1031,/} = JJ,f!-6/,,, ~ w~ x~ . 4/0 .J,.,:,}{6,.,-n ~ntf- hf = "&,:,,, j v-1 = ttJ.42£,~, 1-fAI-:= tfJ. $1i1 AYTa y ,, A ·y 4.'ta:-. f_,. , /p,Ji-'t) 4-J.4-Jlf\3 f_.,s6,!,~?. J.ZI ;:, 5,54.,1,3 it>'.311t i,. . lli95ihj [ 114, 1B,>,4- iJ. ~4'* v .. ._!;,.s1.i,,, , jba_. . :: . ~t.1,if-4-)t tt.Jit//-t, )< . I I 41-. l!:,o3; 2!:..tr> · J. 11. ol,'i; ' ,·,, .S,51in ; ,~ :::-~9 ~ ;-1,i,. ;;.- / r;:. 103,',.,4 I::. 1t:Nn W ~ IJ.6,z,& 1/t;.; , I• t ' \ @- BURGESS ENGi-NEERING dkoUP PAGE: 2-of . 6 JOB#: tf:t±:J31'--/J 3 bATE:. / -f -Z#d// NAME: .Jd.tfS,. fc ,4y'-'/-/;h G7J"£6S> b, /2 :: . 402-0 ff W l!J X-:09 f i-cv1 a-';/- by V'J"-"'?f't?'!I;~ ;/;;£,,., b,!:)/f~ ./'/;.F1f:s- f 2 .5',ftJ,./~-1-1 ~ . ./-. t,V<-::..6, A ,r:::: /~/L.. 11/J ;-z ;z,':('.,,_. h,}4!, ,,X6) /()/41 /-11)'),!:, -~~~ : CJ, 13{,,.. .,_, t,iY-AY 1tl/i)A-. 11,6,~1";) t). I¥} \ I ._. : q, t/ft,1 ' 4-= f, 13,:~ z.. 'r ,4-</-~ //0 /r? :'::;, = :t1,~,;,3 3.47,·, ... ~;J- liML. :tl_ la. ~'t.0,Kl4'~,i,j, 1~5 '(" zo~,1 , ~ c'l! :: /Z.C.,. . I . Fi -e. 7. ~ IL...A, b-