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HomeMy WebLinkAbout2450 IMPALA DR; STRUCT CALCS; CB981099; Structural CalculationsSI NEVADA PALOMAR TECH, CENTER II M.R. TIMBER CARLSBAB,CA. SMI #17-98-0901 FOR APPROVAL ONLY STRUCTURAL CALCULATIONS STEEL JOIST DESIGN OCTOBER 21,1998 REFERENCES * S. J. I. STEEL JOIST SPECIFICATIONS STEEL JOIST INSTITUTE EDITION 40 * A. I. S. C. STEEL CONSTRUCTION MANUAL AMERICAN INSTITUTE OF STEEL CONSTURCTION 9TH EDITION, 1989 WELDING OF OPEN WEB STEEL JOISTS STEEL JOIST INSTITUTE TECHNICAL DIGEST NO. 8-AUGUST, 1983 NOTE: The Professional Engineer's Seal affixed hereto been designed in accordance with the Steel Joist Institute resist the specified loads, as noted within this submittalqs certify or imply that this building does or does not conform building codes. yjoists have fcificatto&is to ' to local P. O. Box 440 Fallen, Nevada 89407 <>«»' Phone 702-867-2130 Toll Free 888-643-1577 Toll Free Fax 888-867-2140 DESIGN CRITERIA PROJECT: PALOMAR TECH. II CARLSBAD,CA. SMI# 17-98-0901 DESIGN LOADINGS: Joists have been designed to support the loads tabulated in the Steel Joist Institute's Standard Joist Load Tables, and any special loads indicated on the Joist Placing Plans and/or Bills of Materials. All concentrated loads are to be placed at a joist panel point, or a field strut must be added to support the joist chord. Joists have not been designed to resist any loads other than those shown; any requirements for joists to support any additional loads should be reviewed by SMI Joist for possible joist reinforcing requirements. DEFLECTION LIMITATIONS: Maximum Live Load Deflection = L/240 of the roof joist span = L/360 of the floor joist span LATERAL SUPPORT: The joist design is based on adequate lateral support being provided by the roof deck, and attachments, to effectively brace the top chord of the joist at a maximum of 36" o.c., per SJI Standard Specifications. Bridging has been designed, as required, to provide adequate chord bracing under uplift design loads, as well as during erection. The erection bridging requirements were determined based on SJI Standard Requirements. STEEL STRENGTH: Yield Stress = 50 ksi Allowable Tensile Stress = 30 ksi Allowable Bending Stress = 30 ksi (chords) WELDMENT: All Weld designs are based on SJI Specifications for E70XX Electrodes (Fu = 70 ksi). Welds on angles of less than %" thickness are designed as full thickness fillet welds. Welds on angles of 1A" & greater thickness are designed as fillet welds of material thickness less 1/16". Welds on Round Bars are designed as flare bevel groove welds, per SJI Technical Digest #8, "Welding of Open Web Steel Joists". DESIGN TOP CHORD REINFORCING ON STRUT JOISTS *Depth seat := 3.0-in *Fy .= 50.0 ksi *Depthcs:-3.0-in 17-98-90r-Wil5/98 ASE Maffk: Typical Mark * Denotes User Input Required * * Denotes Critical Output TOP CHORD^NGtE SECTION PROPERTIES *Top_ChW^2016 0.625 -in2 Ixte = 0.241 -in4 ER ANGLE SECTION PROPERTIES = 0.938-in2 1x^=0.348-in4 n. :=ifrAngtej«Top_aionl,j,0)tc .= In! Thickness,,. = 0.163-in1C REINFORCI *Reinforci Thicknessm - 0.25 -in 0.592 -in n- = if(Anglej=ReinforcmgJ,0] rm •= |n| COMBINED SECTION PROPERTIES X Q :- - ^Depth cs - X^) + Areatc-Aream r (Depth cs-Xcs]-2 Xcs = 1.331-in Q = 1.386-in3 cs ^f (Depth cs - X^) - X cs]2 + Area^- (X cs - Xm)2]-2 Ixcs=3.74-in4 LOAD INFORMATION & PANEL LENGTHS *Axiall = 23000- Ib < — (Axial force; includes strut load) *Strut:=10000-lb Axial -Axial 1 - Strut < --- (Force without strut load) Axial = 1.3*1 04lb *Reactionjoist =7200-lb Uni ft *K ep *Stress_ratio =1.3333333 *Spanj : = 34.0-in *Span2 :=32-in *Span3: = 24.0-in Eccentricity = Depth seat- K 1 sr Stress ratio I, =Ixcs *Mom ext (Moment due to extension load) Moment s := Strut-Eccentricity -t- Mom ext Moment = 24550-in-lb TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: F .= /Span( Span^ Spanj Spaa, / Span, Span., \ ?- i 1I *2 \ 12 ' *3 n T := Uni_Load 4 U (Spanj)- ni Load 4 (Spar^)3" (Sparijj3 (Span3)3" !3 M = Mom - - Moment M, M2 0-in-lb Mom = -24550 -766.218 -2433.08 0 •in-Ib Positive Mid-Span Moments: For i:=1..3 V M PoS; = Mom- Uni_Load- (x.)2 ; ,VI X -v^-rUni Load ^PoSj ^if (xi>Span.y(M_Posi<0-in-lb),[if (Mom)} , M Pos = -2.455-10' 1.7I8-103'rin'Ib 820.981 Reactions: Vr ^(Vl - Uni_Load-Span) R, =VII For i .=2..3 R 1133.023' 89.888 867.468 204.622 •Ib VI - 1.133M031 355.911 407.378 , •Ib Vr = 266.023 -460.089 -204.622,i ' •Ib CHECK SECTION STRESS AT PANEL POINTS: For i := 1.. 3 2-Ix. Ix - 'Depthcs~Xcs S= 2.241 0.861 0.861 •in3 A,: = if- IjBMv 2-Areatc, 2, (Area^ + Area^) ] b; 2-Ix,,. Ixcs Su = 2.81 0.335 0.335 •n A= 3.126 1.25 1.25 -in2 fbj ^ifiMom^O-in-lb, Mom- Mom.\ fbtj -ifiMom^O-in-lb, Mom: Mom- Strut~A~ fb = 8.737 2.289 7.269 •ksi Strut. „fbt- -s—I-K1 A-sr ;i 0.6-Fyksi' 0.6-Fy-ksi-Kep '0.6-Fy-ksi-Kep fa -Axial -t- Strut Interaction = 0.447 0.575 0.713 max(Interaction) =0.713 CHECK SECTION STRESS AT MID-PANEL: / M_Posj jM^PosJ fb; ~ifiM Pos;>0-in-Ib,—= ,-—= 1 ~ ' St; Sb: fbtj:=if|M Pos->0-in-lb,—=1 ~ ' S J Le«tc M_Poss = if|_ fb = 8.737 1.995 0.954 •ksi ratio ""|Thicknesslc Thicknessrm'ThicknessIC*Thicknessr Q s = i * 1 -340 - O-00447' ** ratio'Fy , 1 .0 Fy 15500 Fy-wt ratio Q.= 0.952 / 1.094 0.621 \ 0.621 •in Span 31.085 51.533 38.649 C =Cc = 109.653 Spanj \ -Tr- c ' I* \3 1 , \ \ 3 ) ' 8 SpanA2 'l ) 2'cc2 i ri \ GC 1 Q .s 1 8 [Spanjl ri !Cc j 3 212-n -E-ksi ' /Span,2 i '. ) 25.815 23.144 24.898 •ksi 12-s -E-ksi 23-Span^2 fa Interaction -fa Fa Cm-fb K ep Strut\„ fbt :- Strut, . Ai /Interaction- := if] -i__ __ 1-^->Interactioni,-L s-2 ^-r-1 [ 0.6-Fy-ksi ' 0.6-Fy-ksi Interaction = 0.501 0.741 0.648 max( Interaction) =0.741 DESIGN FILLET WELD REQUIREMENTS: Spacing := 12-in V -if/ Vl^lVr, , VI, V-QSflow .=;Ix cs Sflow = 419.989-^in = 1133*lb T2 ^ Thick =min(T) Thick := if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick =0.163-in Vforce := (Reaction Hforce := joist + Rj Sflow-Spacingi- Strut Spacing \ 1 Span, Vforce =4167-lb Hforce = 4285-lb / 7 ?Rforce : = J Vforce + Hforce Rforce = 5976-lb Weld Rforce K sr 1 •= 14847 jb_ i? Weld 2 =Hforce K sr 14847--!^ in Weldj =2.058-in Weld 2 =1-475 -in ** ** At Panel Points (Each Side of Joist) At Mid-Panel (Each Side of Joist) DESIGN TOP CHORD REINFORCING ON STRUT JOISTS *Depth seat = 6.0- in *Fy : = 50.0 ksi *Depthcs =5-5-in TOP CHORD *Top_Chord E SECTION PROPERTIES Thickness^, - 0.375 'in Xtc=1.138-in Ixtc=4.359-in4 10/15/98 ASE * Denotes User Input Required * * Denotes Critical Output n. : = if(Angle.*Top_Chord,j,0)tc: = REINFORCING MEMBER ANGLE SECTION PROPERTIES *Reinforcing Thickness_ = Xnn=2-5*in Area_1Vi-2.5>inrrn ^ 5.208-in4 n. :=ifYAngle.=Reinforcing,j,0^rm '= n COMBINED SECTION PROPERTIES Area[c-(Depth cs- X cs Q=AreV[ (Depth cs - Xcs]- Xcs= 3.493-in Q=4.967-in3 Ix CS = [ Ix K + Ixrm + Areatc'[ (DePth CS LOAD INFORMATION & PANEL LENGTHS *Axiall :=71000-lb <— (Axial force; includes strut load) *Strut:=50000-lb Axial = AxiaIl - Strut <— (Force without strut load) Axial =2.1-104lb *Reaction:0jst = 23000-lb *Uni Load =40-5~ n K 1 sr Stress_ratio I.:=I»cs *Kep:=1.0 *Stress_ratio =1.33 Span. : = 46.0-in *SpanT := 48.00- in* I ; = 2'lX. *Span3 : = 48.00-in Eccentricity := Depth seat - X^ *Mom ext = 0-in-Ib <— (Moment due to extension load) Moment s := Strut-Eccentricity + Mom ext Moment s = 243100-in-Ib Ixcs= 28.383'in4 TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: M /Spant Span^ Spa^ 21 - -' Mom - Positive For M PnQ ll *2 Span. 12 - * - Moment s " M. M2 0-in-lb / ^2' / Span, Span, \ 1-1 i \I I\ h !3 l\ Mom = T : = Uni Load [(SP^i)3 (Span2)3l ,, Spani 4 Ij 12 *\L J Uni Load (Span2)3 (Spai^)3 1 4 1 ^ ' J3 j -243100 ] 29964.976 -8451.244 0 j •in-lb . Mid-Span Moments: i.= 1..3 Ui Uni Load -Span- Mom, ,- Mom. yi VI - " ~%li" 2 ' Spaiij UniJLoad M Pos- :=if /Xji— I 1 r t M_PoS; ^x /xi<0-ini,f'if('Mom.| > 11-j-Pos.l >|(Mom)j >Momj + 1>Momj]l,M_Posil M Pos = 2.996-104 2.996-104 •in-lb Reactions: Vr : = (V1- Uni_Load-Span) For i: = 2.. R = 6012.862 -6579.866 1136.406 -96.068 ^ i •Ib VI = 6.013- 10J -720.338 256.068 , •Ib Vr - i,5.86' 103 -880.338 96.068 , •Ib CHECK SECTION STRESS AT PANEL POINTS: For i =1..3 / 2.1xte Ixcs \ 0 _Jf;T— •>.!„ "•St.- .f.Ij ^Ixtc, ^ - Depth cs-Xcsj St- / 2-Ixlc Ixra\c, --if.lB^-Tx "V '^i -K'Le^-VXcs) «b = / Mom. MonU \ Sbi S'i / / MomJ Monij \ Sti Sbi 14.14 7.661 7.661 8.125 3.046 3.046 »_ 5 -in3 AJ ^I^-Ix^-Area^. 10.718 •in3 A= 5.718 -in2 5.718 | ^9921 iAxial + Strut-i 01 1 tifci fa ~ 2.774 ^•(Area^Area^)] f I*. Strut\ /<u. Strut\ v|p--sr (v*0 P-^) "jfe^O^sr Interactioni -if ~o:6.F^.^r>a6.^.fei'-a6.F^.e-K^~>0.6.Fyksi.Kep 0.916 Interaction = i 0.409 0.381 max( Interaction) =0.916 CHECK SECTION STRESS AT MID-PANEL: /ftj -if M_Posi>0-in-lb, M_Posj M_Pos.! \ / t : = if M_PoSj>0-in-lb, •i i ^ratio lfiThicknesstc >niicknessnn'Thicknesstc'Thicknessr 2.118 3.911 0 •ksi Qs ••=i 15500 ratio r = 1.627 1.235 •in Span _ 28^67 38.874 38.874 C,:=C c -106.999 Far=if / Span. \ /5 \3 /! 1 / A ) ' 8 3pan.\2 fi / *-cc 2 Spanj\ ri lCc| Q .5 1 8 fSpan^ ri lCc| 3 12-n -E-ksi /Span.\2 °3- Fa = 27.364 ' 25.989 25.989 , •ksi 12-n -E-ksi 23-Span fa Interaction -fe. Fa ^ rel--Qs.(0.6-Fy-ksi) Interaction:= fbt-Strut fbt-Strut 0.6 Ai / I""' Ai /=- 1-^->Interactioni,-^rz =- v-^-, Interaction.•Fv-Ifsi '* 0.6-Fy-ksi ' Interaction = 0.236 0.467 0.359 max( Interaction) =0.467 *# DESIGN FILLET WELD REQUIREMENTS: Spacing := J2-in VI, , vri V=6013-lb Sflow -v-Q ^cs 3 lbSflow = 1.052-10^jn T, : = Thicknesste T2 = Thickness^ Thick : = min(T) Thick .= if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick =0.312-in Vforce := Reaction(Reaction :0jst+ Rj)-Vforce = 14506-lb Hforce = Sflow-Spacing-r Strut Spacing \ I Spant J 2 Hforce = 12835-lb Rforce : = Vforce2 + Hforce2 Rforce = 19369-lb Weld Rforce K sr 14847--!^ in Weldj =3.139'in At Panel Points (Each Side of Joist) Weld 2 =Hforce K sr 14847-^Thick in Weld 2= 2.08 *in At Mid-Panel (Each Side of Joist) f - DESIGN TOP CHORD REINr-ORCING ON STRUT JOISTS *Depthseat =6.0-in *Fy =50.0 ksi *Depthcs: = 5.5-in TOP CHORC^AWSLE SECTION PROPERTIES *Top_Chord/= 3528 Thickness^. = 0.287 *in -0.981-in Area^-1.927-in2 Ixtc= 2.273V Martfc 10/15/98 ASE * Denotes User Input Required * * Denotes Critical Output n. = if/Angle«Top_Chord,j,0)tc .= REINFORCING MEMBER ANGLE SECTION PROPERTIES /*Reinforcing = 1 Thickness^ = O.Mn Areann = 2.5-in2 Ix =5.208-in4 im n. ^if/Angle^ReinforcingJ.O1 J v J /rm — n COMBINED SECTION PROPERTIES Area,c- (Depth cs - X^) + X cs Q ' = AreV[(Depth Ix cs := lxK+AreV[ (Depth cs cs Xcs=3.379-in Q= 4.394-in3 (X -cs LOAD INFORMATION & PANEL LENGTHS *Axiall =77000-lb <— (Axial force; includes strut load) *Strut = 10000-lb Axial := Axial I - Strut < (Force without strut load) Axial -6.7-104-lb K 1 sr Stressratio *Reactionjoist :=27000-lb *Uni Load =40-5it *Kep-=1.0 *Stress_ratio :=133 ntf ffn-Span, ^-66.0'in I ' = Ix *Span2 := 65.00- in *Span3 : = 48.00-in Eccentricity = Depth seat- X^. *Mom ext :=0-in-lb <— (Moment due to extension load) Moment s := Strut-Eccentricity + Mom ext Moment s = 50190 -in-Ib Ixcs= 23.834-in" TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: F: = /Span. Span,\ Spaa, ?-i M I, * >J -2 Span, /Span, Span-,1, 2-1 [ ^ (** ** L T = Uni Load 4 L (Span,)3 (Span2)3" i !i ni_Load 4 ^(Span2)3 -t- Mome (Span3)3" *> ' '3 Span. 111 S I*l M .= Moment Mom =M M2 0 in-lb Mom = -50190 3294.101 -2367.835 0 •in-lb Positive Mid-Span Moments: For i =1..3 VI, = Un^Load-Spa^ Mom- j- Monij x : =Uni Load Uni Load-fx^ M_PoSj : = Mom- j :=if (x _PoSj -ir(xj>Spaniy(M_Posi<0-in-lb),rifT|(Mom)i^, >|(Mom)i M Pos = 3.294'10J 3.362-103 141.098 •in-lb Reactions: Vr : = (V1- Uni_Load-Span) R1:=VI1 For i:=2..3 R4:=-Vr3 R = 920.365 -679.139 324.77 30.67 •Ib VI •= 920.365 21.227 129.33 Mb Vr = / 700.365 \ -195.44 -30.67 j •Ib CHECK SECTION STRESS AT PANEL POINTS: For i.= 1..3 A-2Ix * " ^^ V X^ *Depthcs-Xcsj St = \ / / Mom; | Mom. \ Mom -^0-in-lh 'Sbi Stij 11.2: 4.634 { 4.63^ 7.054 1.805 1.805 fb = 7 • 3 _ - . _.•in A "" IT 1 ^"7*1 v . 7' A ft* a f *«* f\' - 11, Ij"^^ JA--J*- /UCCL-y^ i 8.854 -in3 A= 3.854 -in2 3.854 7.1 H ._,. . . _ Axial +• Strut A1.312 IMomJ Mom.1 fbt :=ifiMomi<0-in-lb,--s—' I St: Interactionj -if fbt-Strut Strut\ „fbt:--:— -K, - _ __ _ __ rp 0.6.Fyksi'~0^-Fyksi-Ke '0.6-Fyksi-K ep Interaction = 0.396 0.519 0.534 max( Interaction) =0.534 ** CHECK SECTION STRESS AT MID-PANEL: fbj :=if. M.Pos^O-in-lb.-g M Pos- M Pos.l— 1 I; ,-W M_Pos. MPos. M_PoSi>0.in-lb,-g— fb = 0.293 0.725 0.03 •ksi ratl° iThicknesSjj, Thickness^' Thickness^ "Thicknessnn Qs -i =«fQs:=ifwt 155 / 15500 \ ^ ^3 - *i IFy-v / 1.641 1.086 ( 1.086 rf • J'ratio / •in Span r 40.226 59.849 44.196 , Qs = 0.955 C^:=Cr =109.517 Fat -if /Span X I r' T 15 \3 /SpanA2 \ Fi / 2-Cc 2 /Span, \ 3 Fi j1 S\CC "Q e-Fy-ksi Span^ 1 ri 8 \ cc | 3 12-x2-E-ksi /SpanA2 I ri / Fa = 24.751 ' 21.932 24.224 j •ksi 12-n -E-ksi -,/Span\2 £t j i -••••••• | Interaction : =fa FT Cm.fb Interactionj : = if fbt-Strut ~A~ 0.6-Fyksi fbt-Strut~A~ 0.272 Interaction = | 0.716 0.621 max( Interaction) =0.716 DESIGN FILLET WELD REQUIREMENTS: Spacing := 12- in V:=if(|VlJ> Vr.i, VI. , Vr' f ' ' Sflow : =V-Q Sflow = 169.681-T Ib cs in = 920'lb T, ^ T2 ^ Thick :=min(T) Thick -if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick =0.224-in Vforce := /'Reactionj0jst +Vforce = 13960-lb Hforce := Sflow-Spacing-f- Strut Spacing \ 1 Hforce = 1927-lb Rforce := -^Vforce2 + Hforce2 Rforce = 14093-lb Weld Rforce K sr 14847—2 in Weld] =3.179-in **At Panel Points (Each Side of Joist) Weld Hforce K sr 2 .= n Weld 2= 0.435 «in **At Mid-Panel (Each Side of Joist) DESIGN TOP CHORD REINFORCING ON STRUT JOISTS *Depth seat i= 6.0-in *Fy =50.0 ksi *Depthcs:=5.5-in TOP CHORD-ANGLE SECTION PROPERTIES *Top_Choro/=4037 Thicknesstc = 0375 'in X^-l.US-in IXlc=4.359-in4 «MI #>7-98-9Q1 10/15/98 ASE MapK: G11 / * Denotes User Input Required ** Denotes Critical Output n, :=if(Angle.=Top_Chord,j,0\te'=|n[ REINFORCING MEMBER ANGLE SECTION PROPERTIES =2.5 'in Ixm = 5.208 -in* Thickness = OTS-in = 2.5-in n- :- iffAngle-=Reinforcing,j,0\ \ } /rm := In! COMBINED SECTION PROPERTIES X cs AreV Depth cs - + Areann-Xr ]-Q .= Area^-f (Depth cs - Xcs-2 Ix cs :=[ lxtc + Ix^ + Arevf (Depth cs -- X -hcs] -h Area^- ( Xcs= 3.493-in Q =4.967-in3 X cs - LOAD INFORMATION & PANEL LENGTHS *AxiaIl :=71000-lb <— (Axial force; includes strut load) *Strut = 50000-lb Axial =Axiall - Strut < (Force without strut load) Axial =2.M04lb ^Reaction inic, :=23000-lb *Uni Load =40-^~~ it *Stress_ratio =1.33 *Span, :=46.0-in *Span2= 48.00- in *Span3 : = 48 .00- in K 1 sr Stress_ratio =Ixcs Eccentricity : = Depth seat - X^, Mom ext:=0-in-lb <— (Moment due to extension load) Moment s := Strut-Eccentricity + Mom ext Moments = 243100-in-Ib Ixcs= 28.383-in4 TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: F: = /Span, Span^ Span-, Span. /Span, Span,\ 2-1 iI IIh \ h J3 /. T : = Uni_Load 4 U '(Span,)3 (Span2)3" ni_Load 4 ^Sparu) -t- Mome (Span3)3 i "2 ' J3 J Span,nt .11 s i M-F'-T Mom [ - Moment«." M, 0-in-lb Mom = -243100 29964.976 -8451.244 0 •in-lb Positive Mid-Span Moments: For i.= I..3 Uni_ M Pos; :=Mom. -t- •=— i i 2 Uni Load-Span, Mom VI r ...... -V'i 2 ifT |'xj>Spani) j , Span; VIx : =Uni Load ,Momi+1,MomjJ],M_Posi" M Pos = 2.996-10" 2.996-10' 0 •in-lb Reactions: Vr := (VI - Uni_Load-Span) For i =2.. 3 R = 6012.862 -6579.866 1136.406 -96.068 •lb VI = 6.013- 103' -720.338 256.068 , -lb Vr = 5.86- 103 -880338 96.068 .i i •lb CHECK SECTION STRESS AT PANEL POINTS: For i=l..3 Ix cs 14.145 7.661 7.661 •in A -Area )] Ix cs 8.125 3.046 3.046 •in 10.718 5.718 5.718 •in2 fbt . = i1 Mom. Mom. sb; ' fbtj :=if|Momj<0-in-lb,- r /«... ?^ Interaction; :=if 1 i fb = 29.921 3.911 1-ksi 2.774 _ Strut\ .^.^s. o.6-Fy-ksi-Kep '0.6-Fy-ksi-K ep fe:=Axial -i- Strut / 0.916 Interaction = 0.409 \0.381 max( Interaction) =0.916 CHECK SECTION STRESS AT MID-PANEL: r- =ifiM_Posj>0-in-lb, M_Pos. M_PoSj|fb = 2.118 3.911 0 •ksi Sb: ' Sts J ratio ltl-rhicknesstc Thicknessm)Thicknesstc>Thicknessr Qs • = 155 / 15500 ratio ,Q; /1.627 1.235 1.235 •in Span __28.267 38.874 38.874 C - I***c 'Qs-Fy Cc = 106.999 ^if Spantl /5 \3 /Span.\2 , 1 '. ) 2-C 2 ^Span- \ 3 Fi R r1 / c Q .is J 1 8 Span;'3 ri CG / !-x2-E-ksi 23- Fa = 27.364 25.989 25.989 •ksi Fe' =12-jc -E-ksi 23-Span Interaction :-fa Fa Interaction; := ifA.^ R^>Interactionj)A_ _ ]_I,Intenict,oni Interaction = 0.236 0.467 0.359 max( Interaction) =0.467 ** DESIGN FILLET WELD REQUIREMENTS: Spacing = 12-in V=6013'lb Sflow = ^^ Sflow = 1.052-10 VIxcs in Tj -Thickness^. T2 : = Thickness^ Thick =min(T) Thick .= if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick =0.312-in Vforce = (Reaction :0jst + RI)*Vforce = 14506 Mb Hforce := [Sflow-Spacing-i- Strut Spacing \ 1 Hforce = 12835-lb Rforce : = J\'force2 + Hforce2 Rforce = 19369-lb Weld Rforce K sr 1 - I4847- n Weldj =3.139-in At Panel Points (Each Side of Joist) Weld Hforce sr n Weld 2= 2.08 *in #*At Mid-Panel {Each Side of Joist) DESIGN TOP CHORD REINhORCING ON STRUT JOISTS 6.0-in *Fy : = 50.0 ksi :=5.5-in TOP CHORDANGDE SECTION PROPERTIES 2.087 -in2 Ixtc = 2.445 -in4 Thickness^ - (O12'in 0.99-in REINFORCIN *Reinforcing Thickness^ = 0.5 'In •in BER ANGLE SECTION PROPERTIES \\llJ • 2= 2.5 -in 1x^=5.208'in4 1 10/15/98 ASE * Denotes User Input Required * * Denotes Critical Output n. :=if;Angle.=Top_Chord,j,(T n. :=if('AngIej=ReinforcingJ,Os j v J > tc .= rm = COMBINED SECTION PROPERTIES X Area* DePth 05- cs Q=Aiwtt-[(Depfli^- Xcs=3.415-in = 4.573-in3 Areaic'[(DePthcs' LOAD INFORMATION & PANEL LENGTHS *Axiall :=77000-lb <— (Axial force; includes strut load) *Strut:=10000-lb Axial :=Axiall - Strut < (Force without strut load) Axial =6.7-104lb *Reactionjoist =33000-lb Uni Load = *Kep-=1.0 ft *Stress_ratio :=1.33 *Span, : = 41.0-in *Span2: = 39.00- in K 1 sr Stressratio Eccentricity := Depth scat - *Mom ext (Moment due to extension load) Moment s ' = Strut-Eccentricity + Mom ext Moment s = 50100-in-Ib Ix (.5= 24.497 -in4 TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: F: = (Span , Span* \ Spaiu T I J T 1 ^ / f Span, /Span. Span,\ 9- iL I I*2 \ *2 X3 / - Uni_Loarf 4 U (Span,)3 (Spanj)3" ni_Load 4 ( oparL% | + Mome (Span3)3" Span j *l M:=F'-T Mom .- Moment, M, 0-in-lb Mom = -50100 4447.943 -1810.703 0 Positive Mid-Span Moments: Uni Load' For i.= 1..3 VI, = j ,VIx -Uni Load Uni M Pos; :=;— i i (Mom)j| , M Pos = 4.448-10J 4.448-103 268.102 •in-lb Reactions: Vr : = (VI - Uni_Load-Span) For i.= 2..3 1398.771 -1357.582 343.201 42.277 •Ib VI - '1399- 10s -95.478 117.723i •Ib Vr = 1.262-1031 -225.478 ^42.277 i •Ib CHECK SECTION STRESS AT PANEL POINTS: For i.= 1..3 / 2-Ix IxJ tcSt.^ifll^-IX^^-,^—j- cs Depth CS-XCS St = II 1.747 4.939 \ 4.939 •in3 S'(Aiea*+AreaHn)] Sb. ^ifil^M^, Ixc<1\ S= 7.175 1.948 1.948 -n A= 9.174 4.174 4.174 -in2 Mom. Mom. fb- :-if|Mom.<0-in-lb,—=—t-,-^—-Sb: st: fb =0.901 l-ksi 0.929 fa:-Axial + Strut fbtj -if.Mom^O-in-lb,—=— Mom. Mom- ,;««.- Interaction. := if -^r-^ 7 Strut\Strut _ __ — ^ K^ '0.6.Fy.ksi-Kep Interaction = 0.385 0.485 0.486 max(Interaction) =0.486 ** CHECK SECTION STRESS AT MID-PANEL: fbt =if M_Pos->0-in-lb,-^st: fb = 0.379 0.901 0.054 •ksi tj : = if MJPo5.>0-in-]b,-' S, wt *• ' = ifi ." > "" '-'lratio "iThickness^ 'niicknessnil'Thicknesstc'Thicknessr wt rat^-r, 1-340 - 0.00447-wt ratio-, 1.0 QS : = ii 15500 Fy \Fyvrt ratio Q s=0.985 r : =r = 1.634 1.082 1.082 •in Span 25.09 36.032 44.347 C -C -Cc = 107.787 /Span \ i '. T 12-n -E-ksi 07 /SPan i r Interaction. := Interaction = 2 If 1 r- 1 ^ ' -O -Fv-ksi ^^ ice1 - ^ 2 vsrJ MI 2 27.3552"Cc 12-Tt -E-ksi c _,._, , .Fa = 26 026 *ksi /Span; Span;!3 ' /SpanA2 24_887 (5\ 3, r, !_ r, ( r, j \3 / 8 1 C 8 C 1 . - * r* f\ if / Stmt\ /„ Strut\ 1fht fbt 1 Ai ' Ai' ' •^T*»*a«>»»*i--i*« * ' Intprflrtinn0.6-Fy-ksi - lnleractloni' o.6-Fyksi >mrcracuonij 0.241 0.559 0.559 max( Interaction) = 0.559 * * DESIGN FILLET WELD REQUIREMENTS: Spacing '= 12-in V:=if( VI, > Vrj , VI, , Vr Sflow : =v-Q cs Ib in = 1399'lb T, - T2 —Thickness^ Thick :-min(T) Thick := if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick = 0.249-in Vforce .= ^Reactionj0jst-j-R,y^Vforce = 17199'Ib /„„ « . „ Spacing\ 1Hforce := Sflow-Spacing + Strut—£ ]••=\ apan( j I Hforce = 3030-lb Rforce : = Vforce2 + Hforce2 = 17464'lb Weld Rforce K sr in2 Weld] =3.545-in At Panel Points (Each Side of Joist) Weld Hforce K sr 14847--!^ in Weld2=0.615'in **At Mid-Panel (Each Side of Joist) DESIGN TOP CHORD REINFORCING ON STRUT JOISTS *Depthseat :=6.0-in *Fy : = 50.0 ksi *Depthcs :=5.5-in TOP CHORDANGLE SECTION PROPERTIES *Top_Chord/= 4037 ) U//J Thickness^ 0.375'in = 1.138'in 2.859 'in2 Ixtc= 4.359 -in4 REINFORCINGMEMBER ANGLE SECTION PROPERTIES *Reinforcing 1 V 5 H I ^ Thickness^ = 0.5-in X = 2.5 -inim be = 5.208 -in4 nn n.J V J '01 10/15/98 ASE * Denotes User Input Required * * Denotes Critical Output tc:= In n- =if'Angle.=Reinforcing,j,0^rm .= In] COMBINED SECTION PROPERTIES X Areatc- (Depth cs - cs [ (Depth cs - Xcs]-2 Xcs= 3.493'in = 4.967-in3 LOAD INFORMATION & PANEL LENGTHS *Axiall = 72000-lb <— (Axia! force; includes strut load) *Strut: = 50000-lb Axial : = Axiall ~ Strut < (Force without strut load) Axial =2>104lb *Reactionj0jst =24000-)b Uni -~ft *Stress_ratio :=1.33 *Spanj :=51.0-in *Span2-49.00-in *Span3: = 48.00-in Eccentricity = Depth seat • *Momext : = 0-in-1b K 1 3j/ Q)^sr Stressratio (Moment due to extension load) Moments = Strut- Eccentricity -h Mom cxt Moment=243100»in-lb Ixcs= 28.383-in4 feACtt TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: Span. Span, 9.1 . , . *2. |—= +-T~M h. Span. Spai^ Span2 Span,\ i, '3 ). T: = Uni_Load 4 U (Span,y ni_Load 4 (Spanj)3" ' ** \ (Span~\(Span,)3" !3 J Span, s—r- M - Mom : = - Moment, M, 0-in-lb Mom = -243100 31843.46 -9023.353 0 Positive Mid-Span Moments: For i.= 1..3 V'i = Uni_Load- Span; Monij f UniLoad- x. M_PoSj •= Mom. + - (x.Y v ' (Mom)j VIx : =Uni Load 3.184-10" M_Pos= 3.184-104 •in-lb Reactions: Vr := (VI - Uni_Load-Span) R, ^ For i.= 2..3 R 5476.048 -6058.398 1183.67 -107.987 •Ib VI = 5.476' 103\ -752.35 267.987 , •Ib Vr = 1 ' 5.306- 103\ -915.683 107.987 ,i •Ib CHECK SECTION STRESS AT PANEL POINTS: For i.= 1..3 2-Ix, Ix cs 'Depthcs-Xcs st = 14.145 7.661 7.661 -in ^.(Aiwfe+Aiea^)] Sb|-=1^2-1 2-Ixt(, Ixcs .'X CS Sx = 8.125 3.046 3.046 A = 10.718 5.718 5.718 •in2 fbj -ifMom^O-in-Ib, Mom:| Mom: ,— F Mom fbt :=ifiMom.<0-inOb,-!~=—- I H 29.921 4.157 2.962 •ksi f r Strut\ /_ Strut\ IP-XT (ft,^) p-ATj*- (VftO-K.- Interaction: - if —•?—? •=-1—=—>-^~?-F~I—•»• r. ^ g~i7^: P * n /: P« wi.v1 0.6-Fy-ksi 0.6-Fyksi 0.6-Fyksi-Kep 0.6-t-yksi-Kep Axial + Strut 0.918 Interaction -1 0.42 0.39 max(Interaction) =0.918 ** CHECK SECTION STRESS AT MID-PANEL: j ^ifiM_Posi>0-in-Ib, t :=if M_PoSj>0-in-Ibf M Pos.— i M Pos.— i M Pos— is",- fb = 2.251 4.157 0 j IM^PoSj \ 1 •b, ' Stj •ksi _ / ^gtc ^Srm Le8tc ratio I Thickness>Thickness* Thickness'Thickness(c rm /«t >. > -340 - 0.00447-wt „&>•< , 1 -0 155 15500 r = 1.627 1.235 1.235 •in Span _3134 39.683 38.874 C -c Cc = 106.999 Fa: -if /Span V I '. T Is 13 1| , , f J )'3 5pan^2 Fi / !-Cc 2 Span; ri cc •Qc-I 1 8 spani\ ri cc / 3 12-x -E-ksi SpanA2 23 ': 1 Fa = 26.986 25876 25.989 , •ksi Fe .=12-jt -E-ksi 23-Span Interaction :=fa Fa ' / fa .. I Fe Cm'ft - ]Ksr' •Q s-(0.6-Fy ksi) Kep Interaction. =if fbt-Strut A 0.6-Fy- fbt-Strut "AT Interaction = 0.245 0.481 0.364 max( Interaction) =0.481 DESIGN FILLET WELD REQUIREMENTS: Spacing := 12-in V:=if( VI, > Vr,|, VI, , Vr,V=5476-lb Sflow : -V-Q IbSflow = 958.277'^in T2 :'= Thicknessfm Thick : = min(T) Thick :=if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick = 0.312-in Vforce := Reactionj0jst -h RI)-Vforce = 14738-lb Hforce := Sflow Spacing + Strut Spacing \ 1 Hforce = 11632-Ib Rforce = ^/Vforce2 + Hforce2 Rforce = 18775-lb Weld Rforce K sr 1 • = 14847--!^ in Weld Hforce K 2 " sr in2 Weld! =3.043-in Weld 2 = 1-885-in #*At Panel Points (Each Side of Joist) At Mid-Panel (Each Side of Joist) -i -S DESIGN TOP CHORD REINFuRCING ON STRUT JOISTS *Depth seat •= 6.0-in *Fy =50.0 ksi *Depthcs =5.5-in TOP CHORD *Top_Chor Thickness^ = (T287'in = 0.98 1 -in SECTION PROPERTIES = 1.927 'in2 Ix^. = 2.273 -in4 1°/15/98 * Denotes User Input Required * * Denotes Critical Output n. = if(Anglej=Top_Chord,j,0)te'= nj REINFORCING MEMBER ANGLE SECTION PROPERTIES ""Reinforcing /= 1 )( 5 n U\^J Thicknessrm - 0.5 *i Xm = 2.5 -in *'n = 5.208 -in4 rm '= n COMBINED SECTION PROPERTIES cs Area_ -t- Area v -337Q.inACS .i.j/y in Q=4.394-in3 Ix cs :^lxtc+ IX^-H AreV[ (Depth cs-- Xcs+- Xm)2]-2 LOAD INFORMATION & PANEL LENGTHS *Axiall =74000-lb < — (Axial force; includes strut load) *Strut := 10000-lb Axial : = AxiaIl - Strut < - (Force without strut load) Axial = 6.4- 1 04 Ib *Reactionjoist :=21000-lb Uni Load = 40--^-*~ n *Stress_ratio :=133 *Span. : = 55.0-in K sr Stressratio *Span3:=48.00-in ._,. Eccentricity : = Depth scat - X^. *Mom ext :=0-in-lb <— (Moment due to extension load) Moment s = Stmt-Eccentricity -t- Mom ext Moments =50190-in-lb Ixcs=23!834-in4 TOP CHORD CONTINUOUS BEAM ANALYSIS Moments at Supports: /Span. Spaiu\ Span, Spar^ /Span2 Span^ T IIh \ h h l_ T : = Uni_Load 4 U "(Span,)3 (Spai^)3" L !> ' ^ ni Load i (sPan2'j 4 [ ]2 J3 Span. STT M -F'-T Mom - - Moment M M.*2 0-in-lb Mom = -50190 1753.091 -2430.369 0 'in-lb Positive Mid-Span Moments: For i:=1..3 Uni Load-Span. Mom- . - Mom. VI - -+.i ' 2 Uni Load-/x: N M_Posi := VIx =Uni Load _PoSj :=if'(x.>Span.y(M_Posi<0-in-lb),rif[ |(Mom)j + ] >|(Mom)j ,Momj+pMomjJ],M_Posi] /1.753-103 M_Pos = | 2.575-103 129366 Reactions: 'in-lb Vr : = (V1- Uni_Load-Span) For i:=2.. R,.=VIS-Vrsi-l R4=-Vr3 1036.086 -778.75 313.297 29.367 •Ib VI = 1 1.036- 1 03 74.003 130.633i •Ib Vr = / 852.753 -182.664 ,-29.367 . •Ib CHECK SECTION STRESS AT PANEL POINTS: For i:=1..3 2-Ix Ixcs cs 11.237 4.634 4.634 •in3 A :=Hl* b: 2-Ixtt Ixcs cs 7.054 1.805 1.805 •in A = 8.854 3.854 3.854 •in ft; =if Mom^O-in-Ib, Mom; Mom: ' St-bi Mom-1 Mom fbt :-if|Mom-<0-in-lb, .. '',-^—- St: Sb:i i 7.115 fb = 0.378 1.347 •ksi fe:=Axial -t- Strut Interaction- :-if Strut Strut\ ,,fbt-—r—1-K sr 0.6-Fy-ksi 0.6-Fyksi' 0.6-Fy-ksi-Kep '0.6-Fyksi-Kep Interaction = 0.388 0.491 0.515 max( Interaction) =0.515 CHECK SECTION STRESS AT MID-PANEL: _ M_Pos.| fbi.= ifjM Pos.>0-in-lb,—= ,—= =- ~ ' St sb: 0.156 fb = ! 0.556 j'ksi 0.028 M_PoSj M Pos: s J.. ratio "l-rhickness^. Thicknessnn'Thicknesstc'Thicknessr =iwtt>r,l.Qs =iwtratio>r,l.340~ 0.00447-wt ratio- F, 1.0 155 / 15500 /rT*l F \vt 2 r^s^Fy ^y-wtrat-lo i 1.641 r-1.086 1.086 •in Qs =0.955 > / 33.522Span r 70.898 \44.196 (-5- v r* • ~" I f**"' '-r* "c ^Qs-py Cc = 109.517 Fa.:=if Span. 1- Span. •Qs-Fyksi 3) + 8' Span 12-n-E-ksi 23- Fa = 25.588 20.115 24.224 •ksi Fe: =12-n -E-ksi 23-Span 1-03-*Interaction : =fa Fa Cm-fb K ep fct-Strut ~A~fbt-Strut "AT Interaction- :=ifl -^—:=-rM->Interaction.,-~-^ s-r-^-»Interaction-1 0.6-Fyksi > 0.6-Fyksi ' 0.25 Interaction = j 0.751 0.597 max( Interaction) =0.751 ** DESIGN FILLET WELD REQUIREMENTS: Spacing := 12-in V.= if/ VI, > Vr,|, VI, , Vr,|) V-Q ._ Ib V=1036-lb Sflow : =Ix cs Sflow «191.016s-m Vforce : = /'Reaction(Reactionjo;st + Rj Hforce := f Sflow-Spacing + Strut Spacing \ 1 Span, I 2 T, -Thickness^ T2 -Thickness^ Thick -min(T) Thick =if(Thick<0.25-in,Thick,Thick- 0.0625-in) Thick = 0.224-in Vforce = 11018-lb Hforce =2237-lb Rforce := ' Vforce -t- Hforce Rforce = 11243-Ib Weld i :=Rforce K sr n Weld 2 =Hforce K sr \ in' Weld i=2.536-in Weld 2 - 0.505 -in ** #* At Panel Points (Each Side of Joist) At Mid-Panel (Each Side of Joist) Job: 1780901 Mark: Jl 10-15-98 11:19:15 Page 001 SMI Joist Engineering Report SMI Job # 1780901 Joist: 18K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: Jl Loc: CARLSBAD Req. by: ASE8 CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T eft-IJCL L, : PP: : PP: 2 23 21 33 12 >*. .000 .000 .625 .500 .000 .125 OAL: 27'- 6 2/8" BL: 27'- 6 2/8" WL: 27'- 2 2/8" 10 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.625 21.500 33.000 12.125 Verticals located at all bottom chord panel points. Depth: L 18.000 M 18.000 R 18.000 Ridge @ 13'- 9 1/8" Eff. Depth: 17.02 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 27'- 4 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 292 0 Stress 1.00 1.33 Def lee 240.00 .00 LC 2 5 U. Load 292 292 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 187 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- O1- 0'- 13'- 0" 0" 0" 0" 0" 9 1/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 1-Y 2-Y .1 .1 .0 .0 .1 .0 -4219.3 -4219.3 .0 .0 -4219.3 -2542.0 -4219.3 -4219.3 .0 .0 -4219.3 -2542.0 Job: 1780901 Mark: Jl 10-15-98 11:19:15 Page 002 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 T07 TO 8 T09 T10 Til T12 T13 2016 2025 T14 1512 B01 B02 B03 B04 BOS B06 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 1 1 1 1 1 1 Force Pills -17206 0 -16917 0 -23420 0 -23420 0 -29066 1 -29066 1 -31419 1 -31419 1 -29066 1 -29066 1 -23420 0 -23420 0 -16917 0 .13 1. .00 -17206 0 .71 9362 0 16655 0 20654 0 20654 0 16655 0 9362 0 LX KL/RX 21.6 34.8 21.5 34.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.5 34.6 094 21.6 19.8 465 36.1 77.6 48.0 103.1 48.0 103.1 48.0 103.1 48.0 103.1 36.1 77.6 LZ KL/RZ 21.6 54.7 21.5 54.4 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 21.5 54.4 623 1. 21.6 34.7 296 1. 36.1 121.9 48.0 162.0 48.0 162.0 48.0 162.0 48.0 162.0 36.1 121.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 119 . 36.0 32.2 031 . 74.0 67.4 108.3 98.7 108.3 98.7 108.3 98.7 108.3 98.7 74.0 67.4 fa +Moment FA -Moment -13755 20405 -13524 20448 -18723 21749 -18723 21749 -23237 24896 -23237 24896 -25118 24896 -25118 24896 -23237 24896 -23237 24896 -18723 21749 -18723 21749 -13524 20448 952 109.653 -5504 22847 955 109.517 13228 30000 23533 30000 29183 30000 29183 30000 23533 30000 13228 30000 899 1167 328 1167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 410 1049 2.809 990 -944 .365 0 0 0 0 0 0 0 0 0 0 0 0 fb FB 1045 27000 381 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 477 27000 2.241 442 27000 .142 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 FE CM 123049 .9665 124484 .9674 99901 .9250 99901 .9250 99901 .9070 99901 .9070 99901 .8994 99901 .8994 99901 .9070 99901 .9070 99901 .9250 99901 .9250 124484 .9674 2 X 2 X 2 X 2 X 382045 .9957 1 1/2 X 24791 .7866 14042 .3297 14042 .1687 14042 .1687 14042 .3297 24791 .7866 ARat BRat -.507 .032 -.497 .012 -.647 .000 -.647 .000 -.702 .000 -.702 .000 -.759 .000 -.759 .000 -.702 .000 -.702 .000 -.647 .000 -.647 .000 -.497 .015 .163 .250 -.181 .013 1 1/2 X .441 .000 .784 .000 .973 .000 .973 .000 .784 .000 .441 .000 SRat .539 .509 .647 .647 .702 .702 .759 .759 .702 .702 .647 .647 .512 .194 .123 .441 .784 .973 .973 .784 .441 Job: 1780901 Mark: Jl 10-15-98 11:19:15 Page 003 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 104.71 in4 I act.= 131.56 in4 W-L/360= 244.6 W-L/240= 366.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.38" Actual Deflection = 1.20" Mem P01 P14 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 SOI S02 S03 S04 SOS S06 S07 Matl R875 R875 1210 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1210 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/4 X XIX XIX XIX XIX XIX XIX XIX 1 1/4 X .109 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 8740. 8740. -4520. 5407. -4398. 3388. -2379. 1829. 1829. .-2379. 3388. -4398. 5407. -4520. -1330. -1165. -1165. -1191. -1165. -1165. -1330. LX 30.13 30.13 17.80 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 17.80 16.55 14.50 14.50 14.50 14.50 14.50 16.55 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 137.74 137 72 127 84 127 101 127 127 101 127 84 127 72 84 73 73 73 73 73 84 .74 .21 .78 .36 .78 .67 .78 .78 .67 .78 .36 .78 .21 .39 .91 .91 .91 .91 .91 .39 Weld 3.5 3.5 2.8 3.3 2.7 2.1 2.0 2.0 2.0 2.0 2.1 2.7 3.3 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .538 .538 .858 .874 .813 .548 .640 .296 .296 .640 .548 .813 .874 .858 .356 .280 .280 .286 .280 .280 .356 Job: 1780901 SMI Job # 1780901 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J2 10-15-98 11:19:18 Page 004 SMI Joist Engineering Report Joist: 18K4 Mark: J2 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.e-Ft-Jjcl. L. : PP: ; PP: 2. 23. 21. 33. 12. 000 000 625 500 000 125 OAL: 27'- 6 2/8" BL: 27'- 6 2/8" WL: 27'- 2 2/8" 10 '@ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.625 21.500 33.000 12.125 Verticals located at all bottom chord panel points. Depth: L 18.000 M 18.000 R 18.000 Ridge @ 13'- 9 1/8" Eff. Depth: 17.02" Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 27'- 4 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 292 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 292 292 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 187 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- 0'- 13'- 0" 0" 0" 0" 0" 9 1/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 1-Y 2-Y .1 .1 .0 .0 .1 .0 -4219.3 -4219.3 .0 .0 -4219.3 -2542.0 -4219.3 -4219.3 .0 .0 -4219.3 -2542.0 Job: 1780901 Mark: J2 10-15-98 11:19:18 Page 005 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 TOG T07 T08 TO 9 T10 Til T12 T13 2016 2025 T14 1512 B01 B02 B03 B04 BOS B06 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 1 1 1 1 1 1 Force Fills -17206 0 -16917 0 -23420 0 -23420 0 -29066 1 -29066 1 -31419 1 -31419 1 -29066 1 -29066 1 -23420 0 -23420 0 -16917 0 .13 1. .00 -17206 0 .71 9362 0 16655 0 20654 0 20654 0 16655 0 9362 0 LX KL/RX 21.6 34.8 21.5 34.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.5 34.6 094 21.6 19.8 465 36.1 77.6 48.0 103.1 48.0 103.1 48.0 103.1 48.0 103.1 36.1 77.6 LZ KL/RZ 21.6 54.7 21.5 54.4 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 21.5 54.4 623 1 21.6 34.7 296 1 36.1 121.9 48.0 162.0 48.0 162.0 48.0 162.0 48.0 162.0 36.1 121.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 .031 . 74.0 67.4 108.3 98.7 108.3 98.7 108.3 98.7 108.3 98.7 74.0 67.4 fa FA -13755 20405 -13524 20448 -18723 21749 -18723 21749 -23237 24896 -23237 24896 -25118 24896 -25118 24896 -23237 24896 -23237 24896 -18723 21749 -18723 21749 -13524 20448 952 109. -5504 22847 955 109. 13228 30000 23533 30000 29183 30000 29183 30000 23533 30000 13228 30000 +Moment -Moment 899 -1167 328 -1167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 410 -1049 653 2.809 990 -944 517 .365 0 0 0 0 0 0 0 0 0 0 0 0 fb FB 1045 27000 381 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 477 27000 2.241 442 27000 .142 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 FE CM 123049 .9665 124484 .9674 99901 .9250 99901 .9250 99901 .9070 99901 .9070 99901 .8994 99901 .8994 99901 .9070 99901 .9070 99901 .9250 99901 .9250 124484 .9674 2 X 2 X 2 X 2 X 382045 .9957 1 1/2 X 24791 .7866 14042 .3297 14042 .1687 14042 .1687 14042 .3297 24791 .7866 ARat BRat -.507 .032 -.497 .012 -.647 .000 -.647 .000 -.702 .000 -.702 .000 -.759 .000 -.759 .000 -.702 .000 -.702 .000 -.647 .000 -.647 .000 -.497 .015 .163 .250 -.181 .013 1 1/2 X .441 .000 .784 .000 .973 .000 .973 .000 .784 .000 .441 .000 SRat .539 .509 .647 .647 .702 .702 .759 .759 .702 .702 .647 .647 .512 .194 .123 .441 .784 .973 .973 .784 .441 Job: 1780901 Mark: J2 10-15-98 11:19:18 Page 006 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 104.71 in4 I act.= 131.56 in4 W-L/360= 244.6 W-L/240= 366.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.38" Actual Deflection = 1.20" Mem POl P14 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 SOI S02 S03 S04 SOS S06 S07 Matl R875 R875 1210 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1210 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1X1 1X1 1X1 1X1 1X1 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X ,109 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 8740. 8740. -4520. 5407. -4398. 3388. -2379. 1829. 1829. -2379. 3388. -4398. 5407. -4520. -1330. -1165. -1165. -1191. -1165. -1165. -1330. LX 30.13 30.13 17.80 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 17.80 16.55 14.50 14.50 14.50 14.50 14.50 16.55 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 137.74 137.74 72.21 127.78 84.36 127.78 101.67 127.78 127.78 101.67 127.78 84.36 127.78 72.21 84.39 73.91 73.91 73.91 73.91 73.91 84.39 Weld 3.5 3.5 2.8 . 3.3 2.7 2.1 2.0 2.0 2.0 2.0 2.1 2.7 3.3 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .538 .538 .858 .874 .813 .548 .640 .296 .296 .640 .548 .813 .874 ,858 .356 .280 .280 .286 .280 .280 .356 Job: 1780901 Mark: J3 10-15-98 11:19:20 Page 007 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J3 LOG: CARLSBAD Req, by: ASE8 CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.250 22.250 43.000 3.500 OAL: 35'- 8 7/8" BL: 35'- 8 7/8" WL: 35'- 4 7/8" 14 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.250 22.125 43.000 3.375 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 17'-10 3/8" Eff. Depth: 23.00 Support Locations: (From Left End Base Length) 1) O1- 2" 2) 35'- 6 7/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 318 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 318 318 Stress Deflec LC U. Load l.OO .00 3 0 1.33 .00 6 208 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0' 0' O1 O1 0' 17' - 0" - 0" - 0" - 0" - 0" -10 3/8" 0 0 0 0 0 0 O1- 0'- O1- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case Load Case Load Case Load Case Load Case # 6 .1 .1 .0 .0 .1 .1 -5879.5 -5879.5 .0 .0 -5879.5 -3682.2 -5879.5 -5879.5 .0 .0 -5879.5 -3682.2 Job: 1780901 Mark: J3 10-15-98 11:19:20 Page 008 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 1517 B01 B02 B03 B04 BOS BOG LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 Force Fills -19954 0 -19474 0 -24806 0 -24806 0 -31960 0 -31960 0 -36460 1 -36460 1 -38304 1 -38304 1 -36452 1 -36452 1 -31945 0 -31945 0 -24784 0 -24784 0 -19475 0 -19954 0 .96 . 10234 0 18715 0 24542 0 27714 0 27710 0 24530 LX KL/RX 22.3 35.8 22.3 35.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24,0 38.7 22.1 35.6 22.3 35.8 459 27.5 59.9 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 LZ KL/RZ 22.3 56.3 22.3 56.3 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.3 56.3 294 1 27.5 93.5 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .044 1. 61.0 54.9 102.5 92.3 102.5 92.3 110.4 99.4 110.4 99.4 110.4 fa FA -15952 20191 -15568 20191 -19831 21749 -19831 21749 -25550 21749 -25550 21749 -29148 24896 -29148 24896 -30622 24896 -30622 24896 -29141 24896 -29141 24896 -25538 21749 -25538 21749 -19814 21749 -19814 21749 -15569 20234 -15953 20191 000 106. 10636 30000 19450 30000 25506 30000 28803 30000 28798 30000 25494 +Moment -Moment 1029 -1362 406 -1362 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 395 -1356 1032 -1356 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 1197 27000 472 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 459 27000 1200 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 116234 .9588 116234 .9598 99901 .9206 99901 .9206 99901 .8977 99901 .8977 99901 .8833 99901 .8833 99901 .8774 99901 .8774 99901 .8833 99901 .8833 99901 .8977 99901 .8977 99901 .9207 99901 .9207 117551 .9603 116234 .9588 1 1/2 X 41600 .8977 13654 .4302 13654 .2528 13654 .1562 13654 .1564 13654 ARat BRat -.594 .037 -.580 .015 -.686 .000 -.686 .000 -.883 .000 -.883 .000 -.880 .000 -.880 .000 -.925 .000 -.925 .000 -.880 .000 -.880 .000 -.883 .000 -.883 .000 -.685 .000 -.685 .000 -.579 .014 -.594 .038 1 1/2 X .355 ,000 ,648 .000 .850 .000 .960 .000 .960 .000 .850 SRat .631 .594 .686 .686 .883 .883 .880 .880 .925 .925 .880 .880 .883 .883 .685 .685 .593 .632 .170 .355 .648 .850 .960 .960 Job: 1780901 Mark: J3 10-15-98 11:19:20 Page 009 B07 1 BOS 1 0 18696 0 10208 0 104.6 48.0 104.6 27.4 59.6 163 48 163 27 93 .3 .0 .3 .4 .1 99.4 110.4 99.4 61.0 54.9 30000 19431 30000 10609 30000 0 0 0 0 0 30000 0 30000 0 30000 .2532 13654 .4308 41980 .8989 .000 .648 .000 .354 .000 .850 .648 .354 Summary of Joist Deflection Criteria (in, in^4, plf) I req.= 251.87 in4 I act.= 288.44 in4 W-L/360= 242.8 W-L/240= 364.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.66" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 P17 SOI S02 S03 S04 SOS S06 S07 S08 S09 Matl R875 R875 1513 1515 1515 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/2 X XIX XIX XIX XIX XIX XIX XIX XIX XIX 1 1/2 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 1/2 X .109 .109 .109 .109 .109 .109 .109 .109 .109 .138 .155 .155 .109 .109 .109 .109 .155 .155 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11925. 11925. -5305. 6695. -5776. 4856. -3937. 3018. -2099. 1529. 1529. -2104. 3023. -3942. 4861. -5780. 6699. -5303. -1548. -1200. -1200. -1200. -1276. -1200. -1200. -1200. -1548. LX 41.90 41 20 29 29 29 29 29 29 29 29 29 29 29 29 29 29 20 26 20 20 20 20 20 20 20 26 .90 .74 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .72 .45 .50 .50 .50 .50 .50 .50 .50 .45 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 191.53 191 70 100 100 151 99 151 120 151 151 120 151 99 151 100 100 70 134 104 104 104 104 104 104 104 134 .53 .18 .55 .55 .02 .70 .02 .16 .02 .02 .16 .02 .70 .02 .55 .55 .12 .82 .50 .50 .50 .50 .50 .50 .50 .82 Weld 3.6 3.6 2.6 2.9 2.5 3.0 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.4 3.0 2.5 2.9 2.6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .734 .734 .644 .506 .898 .785 .870 .488 .779 .247 .247 .781 .489 .871 .786 .899 .506 .644 .914 .426 .426 .426 .454 .426 .426 .426 .914 Job: 1780901 Mark: J4 10-15-98 11:19:23 Page 010 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J4 LOG: CARLSBAD TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T oft-IJC.L L. : PP: : PP: 2 24 22 43 3 .000 .000 .250 .125 .000 .375 OAL: 35'- 8 5/8" BL: 35'- 8 5/8" WL: 35'- 4 5/8" 14 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge ® 17'-10 2/8 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 35'- 6 5/8" Req. by: ASE8 CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st Kj.yu ; PP: : PP: 2 24 22 43 3 .000 .000 .125 .125 .000 .250 Eff. Depth: 23.00 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 318 0 Stress l.OO 1.33 Def lee 240.00 .00 LC 2 5 U. Load 318 318 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 208 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0' 0' O1 O1 0' 17' - 0" - 0" - 0" - 0" - 0" -10 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) l-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 .1 .1 .0 .0 .1 .1 -5876 -5876 -5876 -3680 .2 .2 .0 .0 .2 .0 -5876 -5876 -5876 -3680 .2 .2 .0 .0 .2 .0 Job: 1780901 Mark: J4 10-15-98 11:19:23 Page Oil Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 T07 TO 8 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 1517 B01 B02 B03 B04 BOS B06 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 Force Fills -19948 0 -19469 0 -24774 0 -24774 0 -31928 0 -31928 0 -36428 1 -36428 1 -38272 1 -38272 1 -36420 1 -36420 1 -31913 0 -31913 0 -24752 0 -24752 0 -19470 0 -19951 0 .96 10202 0 18683 0 24510 0 27682 0 27678 0 24498 LX KL/RX 22.3 35.8 22.1 35.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.1 35.6 22.1 35.6 459 27.4 59.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 LZ KL/RZ 22.3 56.3 22.1 56.0 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.1 56.0 294 1 27.4 93.1 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .044 1. 61.0 54.9 102.4 92.2 102.4 92.2 110.3 99.3 110.3 99.3 110.3 fa FA -15948 20191 -15565 20234 -19806 21749 -19806 21749 -25525 21749 -25525 21749 -29122 24896 -29122 24896 -30596 24896 -30596 24896 -29116 24896 -29116 24896 -25513 21749 -25513 21749 -19788 21749 -19788 21749 -15566 20234 -15950 20234 000 106. 10603 30000 19417 30000 25473 30000 28770 30000 28765 30000 25461 +Moment -Moment 1032 -1356 395 -1356 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 398 -1345 1019 -1345 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 1200 27000 459 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 463 27000 1184 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 116234 .9588 117551 .9603 99901 .9207 99901 .9207 99901 .8978 99901 .8978 99901 .8834 99901 .8834 99901 .8775 99901 .8775 99901 .8834 99901 .8834 99901 .8978 99901 .8978 99901 .9208 99901 .9208 117551 .9603 117551 .9593 1 1/2 X 41980 .8990 13654 .4312 13654 .2538 13654 .1572 13654 .1573 13654 ARat BRat -.594 .038 -.578 .014 -.685 .000 -.685 .000 -.882 .000 -.882 .000 -.880 .000 -.880 .000 -.924 .000 -.924 .000 -.879 .000 -.879 .000 -.882 .000 -.882 .000 -.684 .000 -.684 .000 -.578 .014 -.593 .037 1 1/2 X .353 .000 .647 .000 .849 .000 .959 .000 .959 .000 .849 SRat .631 .593 .685 .685 .882 .882 .880 .880 .924 .924 .879 .879 .882 .882 .684 .684 .593 .630 .170 .353 .647 .849 .959 .959 Job: 1780901 Mark: J4 10-15-98 11:19:23 Page 012 B07 1 BOS 1 Summary 0 18664 0 10176 0 of Joist 104.6 48.0 104.6 27.3 59.4 163.3 48.0 163.3 27.3 92.7 Deflection 99 110 99 61 54 .3 .3 .3 .0 .9 Criteria 30000 19398 30000 10576 30000 (in, in*4. 0 0 0 0 0 plf) 30000 0 30000 0 30000 .2541 13654 .4318 42366 .9001 .000 .647 .000 .353 .000 ,849 .647 .353 I req.= 251.43 in4 I act.= 288.44 in4 W-L/360= 243.2 W-L/240= 364.8 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.66" Mem POl P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 PI 7 SOI S02 S03 S04 SOS S06 S07 SOS S09 Matl R875 R875 1513 1515 1515 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/2 X XIX XIX XIX XIX XIX XIX XIX XIX XIX 1 1/2 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 1/2 X .109 .109 .109 .109 .109 .109 .109 .109 .109 .138 .155 .155 .109 .109 .109 .109 .155 .155 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11918. 11922. -5300. 6695. -5775. 4856. -3937. 3018. -2099. 1529. 1529. -2104. 3023. -3942. 4861. -5780. 6699. -5299. -1547. -1199. -1199. -1199. -1276. -1199. -1199. -1199. -1551. LX 41.90 41.90 20.72 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 20.70 26.45 20.50 20.50 20.50 20.50 20.50 20.50 20.50 26.52 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 191.53 191.53 70.12 100.55 100.55 151.02 99.70 151.02 120.16 151.02 151.02 120.16 151.02 99.70 151.02 100.55 100.55 70.07 134.82 104.50 104.50 104.50 104.50 104.50 104.50 104.50 135.18 Weld 3.6 3.6 2.6 2.9 2.5 3.0 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.4 3.0 2.5 2.9 2.6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .734 .734 .643 .506 .898 .785 .870 .488 .779 .247 .247 .781 .489 .871 .786 .899 .506 .643 .914 .426 .426 .426 .454 .426 .426 .426 .921 Job: 1780901 Mark: J5 10-15-98 11:19:26 Page 013 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J5 LOG: CARLSBAD Reg. by: ASE8 CA Tech: MLC TC TC TC TC BC EC X: WP: EndP 1st EndP 1st T oft-ijci. t. : PP: : PP: 2 24 22 40 6 .000 .000 .250 .125 .000 .375 OAL: 35'- 8 5/8" BL: 35'- 8 5/8" WL: 35'- 4 5/8" 14 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.125 22.125 40.000 6.250 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'-10 2/8" Eff. Depth: 21.00 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 35'- 6 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 261 1.00 240.00 2 261 4 0 1.33 .00 5 261 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 157 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0' 0' 0' 0' 0' 17' - 0" - 0" - 0" - 0" - 0" -10 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .1 .1 .0 .0 .1 .0 -4867 -4867 -4867 -2777 .7 .7 .0 .0 .7 .7 -4867 -4867 -4867 -2777 .7 .7 .0 .0 .7 .7 Job: 1780901 Mark: J5 10-15-98 11:19:26 Page 014 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 1517 B01 B02 B03 B04 BOS B06 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 Force Pills -18369 0 -18008 0 -23427 0 -23427 0 -29960 0 -29960 0 -34107 1 -34107 1 -35867 1 -35867 1 -34099 1 -34099 1 -29946 0 -29946 0 -23406 0 -23407 0 -18008 0 -18372 0 .96 9265 0 16992 0 22332 0 25286 0 25281 0 22321 LX KL/RX 22.3 35.8 22.1 35.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.1 35.6 22.1 35.6 459 30.4 66.2 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 LZ KL/RZ 22.3 56.3 22.1 56.0 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.1 56.0 294 1 30.4 103.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .044 1. 64.0 57.6 102.4 92.2 102.4 92.2 110.3 99.3 110.3 99.3 110.3 fa FA -14685 20191 -14396 20234 -18728 21749 -18728 21749 -23951 21749 -23951 21749 -27267 24896 -27267 24896 -28674 24896 -28674 24896 -27261 24896 -27261 24896 -23940 21749 -23940 21749 -18712 21749 -18712 21749 -14397 20234 -14687 20234 000 106. 9629 30000 17659 30000 23209 30000 26279 30000 26275 30000 23198 +Moment -Moment 847 -1113 324 -1113 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 327 -1104 836 -1104 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 985 27000 377 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 380 27000 972 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 116234 .9621 117551 .9633 99901 .9250 99901 .9250 99901 .9041 99901 .9041 99901 .8908 99901 .8908 99901 .8852 99901 .8852 99901 .8908 99901 .8908 99901 .9041 99901 .9041 99901 .9251 99901 .9251 117551 .9633 117551 .9625 1 1/2 X 34098 .8870 13654 .4827 13654 .3201 13654 .2302 13654 .2303 13654 ARat BRat -.547 .031 -.535 .012 -.647 .000 -.647 .000 -.828 .000 -.828 .000 -.823 .000 -.823 .000 -.866 .000 -.866 .000 -.823 .000 -.823 .000 -.828 .000 -.828 .000 -.647 .000 -.647 .000 -.535 .012 -.546 .030 1 1/2 X .321 .000 .589 .000 ,774 .000 .876 .000 .876 .000 .773 SRat .577 .547 .647 .647 .828 .828 .823 .823 .866 .866 .823 .823 .828 .828 .647 .647 .547 .576 .170 .321 .589 .774 .876 .876 Job: 1780901 Mark: J5 10-15-98 11:19:26 Page 015 B07 1 BOS 1 0 16974 0 9242 0 104.6 48.0 104.6 30.3- 65.9 163.3 48.0 163.3 30.3 102.9 99. 110. 99. 64. 57. 3 3 3 0 6 30000 17641 30000 9605 30000 0 0 0 0 0 30000 0 30000 0 30000 .3204 13654 .4832 34380 .8882 .000 .588 .000 .320 .000 .773 .588 .320 Summary of Joist Deflection Criteria (in, in"*4, plf) I req.= 206.36 in4 I act.= 240.58 in4 W-L/360= 202.8 W-L/240= 304.3 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.64" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 SOI S02 SOS S04 SOS S06 S07 SOS S09 Matl R875 R875 1210 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 1212 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 1/4 .5 X X 1 1/2 X 1 1/4 X 1 X 1 1/4 X 1 1/2 X 1 .5 X 1/4 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X X 1. X X X X X X X X X X 1. X X X X X X X X X X X 1 1/4 X .109 1 1/4 X .125 5 X .117 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 5 X .117 1 1/4 X .125 1 1/4 X .'125 .109 .109 .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10080. 10082. -4591. 5909. -5117. 4324. -3531. 2739. -1946. 1512. 1512. -1950. 2743. -3536. 4328. -5121. 5914. -4586. -1407. -1125. -1125. -1125. -1150. -1125. -1125. -1125. -1411. LX 38.24 38 19 28 28 28 28 28 28 28 28 28 28 28 28 28 28 19 23 18 18 18 18 18 18 18 23 .24 .33 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .30 .12 .50 .50 .50 .50 .50 .50 .50 .19 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.83 174 78 114 94 143 94 143 113 143 143 113 143 94 143 94 114 78 117 94 94 94 94 94 94 94 118 .83 .42 .32 .70 .20 .54 .20 .94 .20 .20 .94 .20 .54 .20 .70 .32 .55 .87 .30 .30 .30 .30 .30 .30 .30 .21 weld 3.1 3.1 2.8 3.2 2.9 2.6 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.6 2.9 3.2 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .621 .621 .924 .664 .977 .699 .730 .443 .649 .245 .245 .651 .444 .731 .700 .978 .664 .800 .635 .341 .341 .341 .349 .341 .341 .341 .640 Job: 1780901 Mark: J6 10-15-98 11:19:29 Page 016 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J6 LOG: CARLSBAD Reg. by: ASE8 CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.eft-Ijtrl. L. : PP: : PP: 2 24 22 40 6 .000 .000 .125 .125 .000 .250 OAL: 35'- 8 4/8" BL: 35'- 8 4/8" WL: 35'- 4 4/8" Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.125 22.125 40.000 6.250 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'-10 2/8" Eff. Depth: 21.00 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 35'- 6 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 261 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 261 261 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 157 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb Sec Web TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0' 0' 0' 0' 0' 17' - 0" - 0" - 0" - 0" - 0" -10 2/8" 0 0 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions {Ibs) l-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .1 .1 .0 .0 .1 .0 -4866 -4866 -4866 -2776 .4 .4 .0 .0 .4 .9 -4866.4 -4866.4 .0 .0 -4866.4 -2776.9 Job: 1780901 Mark: J6 10-15-98 11:19:29 Page 017 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 TO 3 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 1517 B01 B02 B03 B04 BOS B06 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 Force Fills -18369 0 -18006 0 -23402 0 -23402 0 -29938 0 -29938 0 -34089 1 -34089 1 -35853 1 -35853 1 -34089 1 -34089 1 -29938 0 -29938 0 -23402 0 -23402 0 -18006 0 -18370 0 .96 9239 0 16968 0 22312 0 25269 0 25269 0 22312 LX KL/RX 22.1 35.6 22.1 35.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.1 35.6 22.1 35.6 459 30.3 65.9 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104,6 48.0 LZ KL/RZ 22.1 56.0 22.1 56.0 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.1 56.0 294 1. 30.3 102.9 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 044 1. 64.0 57.6 102.3 92.1 102.3 92.1 110.3 99.3 110.3 99,3 110.3 fa FA -14685 20234 -14395 20234 -18709 21749 -18709 21749 -23934 21749 -23934 21749 -27252 24896 -27252 24896 -28663 24896 -28663 24896 -27252 24896 -27252 24896 -23934 21749 -23934 21749 -18709 21749 -18709 21749 -14395 20234 -14686 20234 000 106. 9602 30000 17635 30000 23188 30000 26262 30000 26262 30000 23188 +Moment -Moment 836 -1104 327 -1104 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 327 -1104 836 -1104 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 972 27000 380 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 380 27000 972 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 117551 .9625 117551 .9633 99901 .9251 99901 .9251 99901 .9042 99901 .9042 99901 .8909 99901 .8909 99901 .8852 99901 .8852 99901 .8909 99901 .8909 99901 .9042 99901 .9042 99901 .9251 99901 .9251 117551 .9633 117551 .9625 1 1/2 X 34380 .8883 13654 .4834 13654 .3207 13654 .2307 13654 .2307 13654 ARat BRat -.546 .030 -.535 .012 -.647 .000 -.647 .000 -.827 .000 -.827 .000 -.823 .000 -.823 .000 -.866 .000 -.866 .000 -.823 .000 -.823 .000 -.827 .000 -.827 .000 -.647 .000 -.647 .000 -.535 .012 -.546 .030 1 1/2 X .320 .000 .588 .000 .773 .000 .875 .000 .875 .000 .773 SRat .576 .547 .647 .647 .827 .827 .823 .823 .866 .866 .823 .823 .827 .827 .647 .647 .547 .576 .170 .320 .588 .773 .875 .875 Job: 1780901 Mark: J6 10-15-98 11:19:29 Page 018 B07 1 BOS 1 0 16969 0 9239 0 104.6 48.0 104.6 30.3 65.9 163.3 48.0 163.3 30.3 102.9 99 110 99 64 57 .3 .3 .3 .0 .6 30000 17635 30000 9602 30000 0 0 0 0 0 30000 0 30000 0 30000 .3207 13654 .4834 34380 .8883 .000 .588 .000 .320 .000 .773 .588 .320 Summary of Joist Deflection Criteria (in, in"4, plf) I req.= 206.18 in4 I act.= 240.58 in4 W-L/360= 203,0 W-L/240= 304.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.64" Mem P01 PI 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 PI 6 P17 SOI S02 S03 S04 SOS 806 S07 SOS S09 Matl R875 R875 1210 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 1210 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/4 X 1.5 X 1 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1.5 X 1 1 1/4 X 1 1/4 X 1 XI X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X • 1 X 1 X 1 X 1 X 1 1/4 X .109 1 1/4 X .125 .5 X .117 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 .5 X .117 1 1/4 X .125 1 1/4 X .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10080. 10080. -4585. 5911. -5119. 4326. -3533. 2741. -1948. 1512. 1512. -1948. 2741. -3533. 4326. -5119- 5911- -4585. -1411. -1125. -1125. -1125. -1151. -1125. -1125. -1125. -1411. LX 38.24 38.24 19.30 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 19.30 23.19 18.50 18.50 18.50 18.50 18.50 18.50 18.50 23.19 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.83 174.83 78.29 114.32 94.70 143.20 94.54 143.20 113.94 143.20 143.20 113.94 143.20 94.54 143.20 94.70 114.32 78.29 118.21 94.30 94.30 94.30 94.30 94.30 94.30 94.30 118.21 Weld 3.1 3.1 2.8 3.2 2.9 2.6 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.6 2.9 3.2 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .621 .621 .922 .664 .978 .700 .731 .443 .650 .245 .245 .650 .443 .731 .700 .978 .664 .922 .640 .341 .341 .341 .349 .341 .341 .341 .640 Job: 1780901 Mark: J7 10-15-98 11:19:32 Page 019 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J7 LOG: CARLSBAD Req. by: ASE8 CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.125 22.125 40.000 6.250 OAL: 35'- 8 4/8" BL: 35'- 8 4/8" WL: 35'- 4 4/8" 14 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.125 22.125 40.000 6.250 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge 9 17'-10 2/8" Eff. Depth: 21.00 Support Locations: (From Left End Base Length) 1} 0'- 2" 2) 35'- 6 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 261 1.00 240.00 2 261 4 0 .1.33 .00 5 261 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 157 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0' 0' 0' 0' 0' 17' - 0" - 0" - 0" - 0" - 0" -10 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'~ 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions {Ibs} 1-X Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 1-Y 2-Y Load Case # 6 .1 .1 .0 .0 .1 .0 -4866.4 -4866.4 .0 .0 -4866.4 -2776.9 -4866.4 -4866.4 .0 .0 -4866.4 -2776.9 Job: 1780901 Mark: J7 10-15-98 11:19:32 Page 020 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1517 B01 B02 B03 B04 BOS B06 1 1 1 1 1 1 Force Fills -18369 0 -18006 0 -23402 0 -23402 0 -29938 0 -29938 0 -34089 1 -34089 1 -35853 1 -35853 1 -34089 1 -34089 1 -29938 0 -29938 0 -23402 0 -23402 0 -18006 0 -18370 0 .96 9239 0 16968 0 22312 0 25269 0 25269 0 22312 LX KL/RX 22.1 35.6 22.1 35.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.1 35.6 22.1 35.6 459 30.3 65.9 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 LZ KL/RZ 22.1 56.0 22.1 56.0 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.1 56.0 294 1 30.3 102.9 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .044 1. 64.0 57.6 102.3 92.1 102.3 92.1 110.3 99.3 110.3 99.3 110.3 fa FA -14685 20234 -14395 20234 -18709 21749 -18709 21749 -23934 21749 -23934 21749 -27252 24896 -27252 24896 -28663 24896 -28663 24896 -27252 24896 -27252 24896 -23934 21749 -23934 21749 -18709 21749 -18709 21749 -14395 20234 -14686 20234 000 106. 9602 30000 17635 30000 23188 30000 26262 30000 26262 30000 23188 +Moment -Moment 836 -1104 327 -1104 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 327 -1104 836 -1104 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 972 27000 380 27000 0 30000 0 30000 0 30000 . 0 30000 0 30000 0 30000 0. 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 380 27000 972 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 117551 .9625 117551 .9633 99901 .9251 99901 .9251 99901 .9042 99901 .9042 99901 .8909 99901 .8909 99901 .8852 99901 .8852 99901 .8909 99901 .8909 99901 .9042 99901 .9042 99901 .9251 99901 .9251 117551 .9633 117551 .9625 1 1/2 X 34380 .8883 13654 .4834 13654 .3207 13654 .2307 13654 .2307 13654 ARat BRat -.546 .030 -.535 .012 -.647 .000 -.647 .000 -.827 .000 -.827 .000 -.823 .000 -.823 .000 -.866 .000 -.866 .000 -.823 .000 -.823 .000 -.827 .000 -.827 .000 -.647 .000 -.647 .000 -.535 .012 -.546 .030 1 1/2 X .320 .000 .588 .000 .773 .000 .875 .000 .875 .000 .773 SRat .576 .547 .647 .647 .827 .827 .823 .823 .866 .866 .823 .823 .827 .827 .647 .647 .547 .576 .170 .320 .588 .773 .875 .875 Job: 1780901 Mark: J7 10-15-98 11:19:32 Page 021 B07 1 BOB 1 0 16969 0 9239 0 104.6 48.0 104.6 30.3 65.9 163.3 48.0 163.3 30.3 102.9 99 110 99 64 57 .3 .3 .3 .0 .6 30000 17635 30000 '9602 30000 0 0 0 0 0 30000 0 30000 0 30000 .3207 13654 .4834 34380 .8883 .000 .588 .000 .320 .000 .773 .588 .320 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 206.18 in4 I act.= 240.58 in4 W-L/360= 203.0 W-L/240= 304.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.64" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 PI 6 PI 7 SOI S02 S03 S04 S05 S06 S07 SOS S09 Matl R875 R875 1210 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 1210 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description # 7/8 RD 7/8 RD 1 1/4 1 1/4 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/4 1 1/4 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 X 1 1/4 X .109 X 1 1/4 X .125 1.5 X .117 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X .109 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 1.5 X .117 X 1 1/4 X .125 X 1 1/4 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10080. 10080. -4585. 5911. -5119. 4326. -3533. 2741. -1948. 1512. 1512. -1948. 2741. -3533. 4326. -5119. 5911. -4585. -1411. -1125. -1125. -1125. -1151. -1125. -1125. -1125. -1411. LX 38.24 38.24 19.30 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 19.30 23.19 18.50 18.50 18.50 18.50 18.50 18.50 18.50 23.19 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.83 174.83 78.29 114.32 94.70 143.20 94.54 143.20 113.94 143.20 143.20 113.94 143.20 94.54 143.20 94.70 114.32 78.29 118.21 94.30 94.30 94.30 94.30 94.30 94.30 94.30 118.21 Weld 3.1 3.1 2.8 3.2 2.9 2.6 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.6 2.9 3.2 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .621 .621 .922 .664 .978 .700 .731 .443 .650 .245 .245 .650 .443 .731 .700 .978 .664 .922 .640 .341 .341 .341 .349 .341 .341 .341 .640 Job: 1780901 Mark: J8 10-15-98 11:19:35 Page 022 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J8 LOG: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 40.000 4.125 OAL: 35'- 4 2/8" BL: 35'- 4 2/8" WL: 35'- 0 2/8" 14 24.000 Req. by: ASE8 CA Tech: MLC i\.j-y iiL. TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 40.000 4.125 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge ® 17'- 8 1/8' Support Locations: (Prom Left End Base Length) 1) O1- 2" 2) 35'- 2 2/8" Eff. Depth: 21.01' Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 267 1.00 240.00 2 267 4 0 1.33 .00 5 267 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 162 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- O1- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8 1/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 i-y -4925 -4925 -4925 -2836 .2 .2 .0 .0 .2 .7 2-Y -4925 -4925 -4925 -2836 .2 .2 .0 .0 .2 .7 Job: 1780901 Mark: J8 10-15-98 11:19:35 Page 023 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18484 0 -18107 0 -23187 0 -23187 0 -29859 0 -29859 0 -34091 1 -34091 1 -35882 1 -35882 1 -34091 1 -34091 1 -29859 0 -29859 0 -23187 0 -23187 0 -18107 0 .13 1. .00 -18484 0 LX KL/RX 21.1 34.0 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14777 20575 -14476 20617 -18537 21749 -18537 21749 -23871 21749 -23871 21749 -27254 24896 -27254 24896 -28686 24896 -28686 24896 -27254 24896 -27254 24896 -23871 21749 -23871 21749 -18537 21749 -18537 21749 -14476 20617 952 109. -5913 22934 +Moment -Moment 787 -1011 275 -1011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350 -944 653 2.809 869 -810 fb FB 915 27000 319 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 407 27000 2.241 388 27000 FE CM 128943 .9656 130483 .9667 99901 .9258 99901 .9258 99901 .9044 99901 .9044 99901 .8909 99901 .8909 99901 .8851 99901 .8851 99901 .8909 99901 .8909 99901 .9044 99901 .9044 99901 .9258 99901 .9258 130483 .9667 2 X 2 X 2 X 2 X 400344 .9956 ARat BRat -.540 .028 -.528 .010 -.641 .000 -.641 .000 -.825 .000 -.825 .000 -.823 .000 -.823 .000 -.866 .000 -.866 .000 -.823 .000 -.823 .000 -.825 .000 -.825 .000 -.641 .000 -.641 .000 -.528 .013 .163 .250 -.194 .011 SRat .568 .538 .641 .641 .825 .825 .823 .823 .866 .866 .823 .823 .825 .825 .641 .641 .540 .205 Job: 1780901 Mark: J8 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:19:35 Page 024 ,434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8936 0 16828 0 22280 0 25291 0 25291 0 22280 0 16828 0 8936 0 28.1 61.0 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.1 61.0 28.1 95.5 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.1 95.5 63.0 57.0 101.1 91.4 101.1 91.4 109.1 98.6 109.1 98.6 109.1 98.6 109.1 98.6 63.0 57.0 10133 30000 19081 30000 25262 30000 28677 30000 28677 30000 25262 30000 19081 30000 10133 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 40123 .8990 13775 .4459 13775 .2664 13775 .1673 13775 .1673 13775 .2664 13775 .4459 40123 .8990 .338 .000 .636 .000 .842 .000 .956 .000 .956 .000 .842 .000 .636 .000 .338 .000 .338 .636 .842 .956 .956 .842 .636 .338 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 204.65 in4 I act.= 228.94 in4 W-L/360= 199.1 W-L/240= 298.7 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 PI 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PIS P16 P17 SOI S02 S03 S04 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10211. 10211. -4557. 6029. -5218. 4408. -3597. 2786. -1975. 1512. 1512. -1975. 2786. -3597. 4407. -5218. 6029. -4557. -1444. -1125. -1125. -1125. -1163. LX 38.24 38.24 18.85 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.85 23.73 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 120 94 94 94 94 .80 .72 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .72 .96 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .781 .509 .997 .713 .744 .451 .659 .245 .245 .659 .451 .744 .713 .997 .509 .781 .686 .341 .341 .341 .353 Job: 1780901 Mark: J8 10-15-98 11:19:35 Page 025 SOS S07 S08 SOS 1010 1010 1010 1010 1 X 1 X 1 X 1 X .109 .109 .109 .109 1 1 1 1 1 1 1 1 -1125. -1125. -1125. -1444. 18 18 18 23 .50 .50 .50 .73 0 0 0 0 94 94 94 120 .30 .30 .30 .96 2 2 2 2 .0 .0 .0 .0 .341 .341 .341 .686 Job: 1780901 Mark: J9 10-15-98 11:19:38 Page 026 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J9 LOG: CARLSBAD Req, by: ASE8 CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T oft"Li&J. U : PP: : PP: 2 23 21 40 4 .000 .000 .125 .000 .000 .125 OAL: 35'- 4 2/8' BL: 35'- 4 2/8' WL: 35'- 0 2/81 14 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 40.000 4.125 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8 1/8" Eff. Depth: 21.Ol' Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 35'- 2 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 267 1.00 240.00 2 267 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 267 1.33 .00 6 162 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- O1- 0'- 17'- 0" 0" 0" 0" 0" 8 1/8" 0 0 0 0 0 0 O1- 0'- 0'- O1- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case f 1 Load Case # 2 Load Case # 3 Load Case # Load Case # 5 Load Case # 6 .1 .1 .0 .0 .1 .1 -4925.2 -4925.2 .0 .0 -4925.2 -2836.7 -4925.2 -4925.2 .0 .0 -4925.2 -2836.7 Job: 1780901 Mark: J9 10-15-98 11:19:38 Page 027 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 TO 2 T03 T04 T05 T06 TO 7 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18484 0 -18107 0 -23187 0 -23187 0 -29859 0 -29859 0 -34091 1 -34091 1 -35882 1 -35882 1 -34091 1 -34091 1 -29859 0 -29859 0 -23187 0 -23187 0 -18107 0 .13 1. .00 -18484 0 LX KL/RX 21.1 34.0 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14777 20575 -14476 20617 -18537 21749 -18537 21749 -23871 21749 -23871 21749 -27254 24896 -27254 24896 -28686 24896 -28686 24896 -27254 24896 -27254 24896 -23871 21749 -23871 21749 -18537 21749 -18537 21749 -14476 20617 952 109. -5913 22934 +Moment -Moment 787 -1011 275 -1011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350 -944 653 2.809 869 -810 fb FB 915 27000 319 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 407 27000 2.241 388 27000 FE CM 128943 .9656 130483 .9667 99901 .9258 99901 .9258 99901 .9044 99901 .9044 99901 .8909 99901 .8909 99901 .8851 99901 .8851 99901 .8909 99901 .8909 99901 .9044 99901 .9044 99901 .9258 99901 .9258 130483 .9667 2 X 2 X 2 X 2 X 400344 .9956 ARat BRat -.540 .028 -.528 .010 -.641 .000 -.641 .000 -.825 .000 -.825 .000 -.823 .000 -.823 .000 -.866 .000 -.866 .000 -.823 .000 -.823 .000 -.825 .000 -.825 .000 -.641 .000 -.641 .000 -.528 .013 .163 .250 -.194 .011 SRat .568 .538 .641 .641 .825 .825 .823 .823 .866 .866 .823 .823 .825 .825 .641 .641 .540 .205 Job: 1780901 Mark: J9 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:19:38 Page 028 .434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 B05 B06 B07 BOS 1 1 1 1 1 1 1 1 8936 0 16828 0 22280 0 25291 0 25291 0 22280 0 16828 0 8936 0 28 61 48 104 48 104 48 104 48 104 48 104 48 104 28 61 .1 .0 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .1 .0 28.1 95.5 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.1 95.5 63 57 101 91 101 91 109 98 109 98 109 98 109 98 63 57 .0 .0 .1 .4 .1 .4 .1 .6 .1 .6 .1 .6 .1 .6 .0 .0 10133 30000 19081 30000 25262 30000 28677 30000 28677 30000 25262 30000 19081 30000 10133 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 40123 .8990 13775 .4459 13775 .2664 13775 .1673 13775 .1673 13775 .2664 13775 .4459 40123 .8990 .338 .000 .636 .000 .842 .000 .956 .000 .956 .000 .842 .000 .636 .000 .338 .000 .338 .636 .842 .956 .956 .842 .636 .338 Summary of Joist Deflection Criteria {in, in*4, plf) I req.= 204.65 in4 I act.= 228.94 in4 W-L/360= 199.1 W-L/240= 298.7 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 P17 SOI S02 S03 S04 S05 Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10211. 10211. -4557. 6029. -5218. 4408. -3597. 2786. -1975. 1512. 1512. -1975. 2786. -3597. 4407. -5218. 6029. -4557. -1444. -1125. -1125. -1125. -1163. LX 38.24 38.24 18.85 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.85 23.73 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 120 94 94 94 94 .80 .72 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .72 .96 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .781 .509 .997 .713 .744 .451 .659 .245 .245 .659 .451 .744 .713 .997 .509 .781 .686 .341 .341 .341 .353 Job: 1780901 Mark: J9 10-15-98 11:19:38 Page 029 S06 S07 808 S09 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 1 1 1 1 1 1 1 1 -1125. -1125. -1125. -1444. 18.50 18.50 18.50 23.73 0 0 0 0 94.30 94.30 94.30 120.96 2.0 2.0 2.0 2.0 .341 .341 .341 .686 Job: 1780901 Mark: J10 10-15-98 11:19:41 Page 030 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J10 Req. by: ASE8 Loc: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.125 40.000 4.250 OAL: 35'- 4 4/8" BL: 35'- 4 4/8" WL: 35'- 0 4/8" Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.125 40.000 4.250 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8 2/8" Eff. Depth: 21.01 Support Locations: (Prom Left End Base Length) 1) 0'- 2" 2) 35'- 2 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 266 1.00 240.00 2 266 4 0 1.33 .00 5 266 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 162 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'~ 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case Load Case Load Case # Load Case # 6 .1 .1 .0 .0 .1 .1 -4910.5 -4910.5 .0 .0 -4910.5 -2838.3 -4910.5 -4910.5 .0 .0 -4910.5 -2838.3 Job: 1780901 Mark: JlO 10-15-98 11:19:41 Page 031 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 TO 3 T04 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18459 0 -18083 0 -23170 0 -23170 0 -29819 0 -29819 0 -34037 1 -34037 1 -35823 1 -35823 1 -34037 1 -34037 1 -29819 0 -29819 0 -23170 0 -23170 0 -18083 0 .13 1. .00 -18459 0 LX KL/RX 21.1 34.0 21.1 34.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 .24.0 38.7 24.0 38.7 24.0 38.7 21.1 34.0 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.1 53.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.1 53.5 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14757 20575 -14456 20575 -18523 21749 -18523 21749 -23839 21749 -23839 21749 -27211 24896 -27211 24896 -28639 24896 -28639 24896 -27211 24896 -27211 24896 -23839 21749 -23839 21749 -18523 21749 -18523 21749 -14456 20575 952 109- -5905 22934 +Moment -Moment 782 -1013 283 -1013 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 356 -945 653 2.809 861 -818 fb FB 909 27000 329 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 414 27000 2.241 384 27000 FE CM 128943 .9657 128943 .9664 99901 .9258 99901 .9258 99901 .9046 99901 .9046 99901 .8910 99901 .8910 99901 .8853 99901 .8853 99901 .8910 99901 .8910 99901 .9046 99901 .9046 99901 .9258 99901 .9258 128943 .9664 2 X 2 X 2 X 2 X 400344 .9956 ARat BRat -.539 .028 -.528 .010 -.640 .000 -.640 .000 -.824 .000 -.824 .000 -.822 .000 -.822 .000 -.865 .000 -.865 .000 -.822 .000 -.822 .000 -.824 .000 -.824 .000 -.640 .000 -.640 .000 -.528 .013 .163 .250 -.194 .011 SRat .567 .538 .640 .640 .824 .824 .822 .822 .865 .865 .822 .822 .824 .824 .640 .640 .541 .205 Job: 1780901 Mark: J10 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:19:41 Page 032 ,434 .176 1 1/2 X 1 1/2 X .155 B01 B02 BO 3 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8934 0 16798 0 22232 0 25234 0 25234 0 22232 0 16798 0 8934 0 28.3 61.3 48.0 104.1 4B.O 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.3 61.3 28.3 95.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.3 95.9 63 57 101 91 101 91 109 98 109 98 109 98 109 98 63 57 .0 .0 .3 .5 .3 .5 .3 .8 .3 .8 .3 .8 .3 .8 .0 .0 10130 30000 19047 30000 25208 30000 28612 30000 28612 30000 25208 30000 19047 30000 10130 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 39769 .8981 13775 .4469 13775 .2680 13775 .1692 13775 .1692 13775 .2680 13775 .4469 39769 .8981 .338 .000 .635 .000 .840 .000 .954 .000 .954 .000 .840 .000 .635 .000 .338 .000 .338 .635 .840 .954 .954 .840 .635 .338 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 204.24 in4 I act.= 228.94 in4 W-L/360= 198.8 W-L/240= 298.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 PI 3 P14 PIS P16 PI 7 SOI S02 S03 S04 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X 1 1/4 X 1 1/2 1.5 X . X .109 X 1 1/2 X .109 X 1 1/4 X .109 X .109 X 1 1/4 X .109 X 1 1/2 X .109 1.5 X . X 1 1/2 X 1 1/4 X .109 X .109 X .109 X .109 X .109 X X 117 X X X X 117 X X .125 .138 .109 .109 .109 .109 .138 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10182. 10182. -4548. 6009. -5202. 4394. -3586. 2778. -1971. 1512. 1512. -1971. 2778. -3586. 4394. -5202. 6009. -4548. -1443. -1125. -1125. -1125. -1161. LX 38.24 38.24 18.87 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.87 23.73 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 120 94 94 94 94 .80 .81 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .81 .96 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .627 .627 .780 .507 .994 .711 .742 .449 .657 .245 .245 .657 .449 .742 .711 .994 .507 .780 .686 .341 .341 .341 .352 Job: 1780901 Mark: J10 10-15-98 11:19:41 Page 033 506 1010 1 X 1 X .109 507 1010 1 X 1 X .109 SOS 1010 1 X 1 X .109 S09 1010 1 X 1 X .109 1 1 1 1 1 1 1 1 -1125. -1125. -1125. -1443. 18 18 18 23 .50 .50 .50 .73 0 0 0 0 94 94 94 120 .30 .30 .30 .96 2 2 2 2 .0 .0 .0 .0 .341 .341 .341 .686 Job: 1780901 Mark: Jll 10-15-98 11:19:44 Page 034 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: Jll Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: .000 TC WP: 2.000 TC EndP: 23.250 TC 1st PP: 21.125 BC EndP: 40.000 BC 1st PP: 4.375 OAL: 35'- 4 5/8" BL: 35'- 4 5/8" WL: 35'- 0 5/8" 14 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.125 40.000 4.250 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8 2/8" Eff. Depth: 21.01 Support Locations: (From Left End Base Length) 1) O1- 2" 2) 35'- 2 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 266 1.00 240.00 2 266 4 0 1.33 .00 5 266 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 162 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- O1- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 .1 .1 .0 .0 .1 .1 -4911 -4911 -4911 -2839 .9 .9 .0 .0 .9 .2 -4911 -4911 -4911 -2839 .9 .9 .0 .0 .9 .2 Job: 1780901 Mark: Jll 10-15-98 11:19:44 Page 035 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18459 0 -18084 0 -23195 0 -23195 0 -29841 0 -29841 0 -34055 1 -34055 1 -35837 1 -35837 1 -34048 1 -34048 1 -29827 0 -29827 0 -23174 0 -23174 0 -18085 0 .13 1. .00 -18461 0 LX KL/RX 21.3 34,2 21.1 34.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24,0 38,7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38,7 24,0 38,7 24,0 38,7 24.0 38.7 21.1 34.0 094 21.1 19.3 LZ KL/RZ 21.3 53.8 21.1 53.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.1 53.5 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14757 20532 -14457 20575 -18543 21749 -18543 21749 -23856 21749 -23856 21749 -27225 24896 -27225 24896 -28650 24896 -28650 24896 -27219 24896 -27219 24896 -23845 21749 -23845 21749 -18527 .21749 -18527 21749 -14458 20575 952 109. -5906 22934 +Moment -Moment 793 -1021 280 -1021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 356 -945 653 2.809 861 -818 fb FB 921 27000 325 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 414 27000 2.241 384 27000 FE CM 127431 .9653 128943 .9664 99901 .9258 99901 .9258 99901 .9045 99901 .9045 99901 .8910 99901 .8910 99901 .8853 99901 .8853 99901 .8910 99901 .8910 99901 .9045 99901 .9045 99901 .9258 99901 .9258 128943 .9664 2 X 2 X 2 X 2 X 400344 .9956 ARat 'BRat -.540 .028 -.528 .010 -.641 .000 -.641 .000 -.825 .000 -.825 .000 -.822 .000 -.822 .000 -.865 .000 -.865 .000 -.822 .000 -.822 .000 -.824 .000 -.824 .000 -.640 .000 -.640 .000 -.528 .013 .163 .250 -.194 .011 SRat .569 .538 .641 .641 .825 .825 .822 .822. .865 .865 .822 .822 .824 .824 .640 .640 .541 .205 Job: 1780901 Mark: Jll 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:19:44 Page 036 434 .176 11/2X1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8960 0 16822 0 22252 0 25251 0 25246 0 22241 0 16804 0 8937 0 28.4 61.5 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.3 61.3 28.4 96.3 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.3 95.9 63.0 57.0 101.4 91.6 101.4 91.6 109.3 98.8 109.3 98.8 109.3 98.8 109.3 98.8 63.0 57.0 10160 30000 19073 30000 25230 30000 28631 30000 28626 30000 25218 30000 19054 30000 10133 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 39419 .8969 13775 .4461 13775 .2674 13775 .1686 13775 .1688 13775 .2677 13775 .4467 39769 .8981 .339 .000 .636 .000 .841 .000 .954 .000 .954 .000 .841 .000 .635 .000 .338 .000 .339 .636 .841 .954 .954 .841 .635 .338 Summary of Joist Deflection Criteria {in, in*4, plf) I req.= 204.43 in4 I act.= 228.94 in4 W-L/360= 198.6 W-L/240= 297.9 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 Pi 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 P15 P16 PI 7 SOI S02 S03 804 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 KD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10182. 10185. -4552. 6007. -5199. 4392. -3584. 2776. -1969. 1512. 1512. -1973. 2781. -3588. 4396. -5204. 6011. -4550. -1439. -1125. -1125. -1125. -1160. LX 38.24 38.24 18.90 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.87 23.66 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174.80 76.90 95.06 94.68 143.18 94.53 143.18 113.92 143.18 143.18 113.92 143.18 94.53 143.18 94.68 95.06 76.81 120.61 94.30 94.30 94.30 94.30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .627 .627 .781 .507 .993 .710 .741 .449 .657 .245 .245 .658 .450 .742 .711 .994 .507 .780 .680 .341 .341 .341 .352 Job: 1780901 Mark: Jll 10-15-98 11:19:44 Page 037 506 1010 1 X 1 X .109 1 1 -1125- 18.50 0 94.30 2.0 .341 507 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 S09 1010 1 X 1 X .109 1 1 -1443. 23.73 0 120.96 2.0 .686 Job: 1780901 Mark: J12 10-15-98 11:19:48 Page 038 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J12 Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.125 40.000 4.250 OAL: 35'- 4 3/8" BL: 35'- 4 3/8" WL: 35'- 0 3/8" 14 24.000 \ Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 40.000 4.125 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8 1/8" Eff. Depth: 21.01 Support Locations: {From Left End Base Length) 1) O1- 2" 2) 35'- 2 3/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 267 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 267 267 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 162 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8 1/8" 0 0 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 .2 .2 .0 .0 .2 .1 -4926 -4926 -4926 -2837 .6 .6 .0 .0 .6 .5 -4926 -4926 -4926 -2837 .6 .6 .0 .0 .6 .5 Job: 1780901 Mark: J12 10-15-98 11:19:48 Page 039 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18486 0 -18109 0 -23212 0 -23212 0 -29881 0 -29881 0 -34109 1 -34109 1 -35896 1 -35896 1 -34101 1 -34101 1 -29867 0 -29867 0 -23192 0 -23192 0 -18110 0 .13 1. .00 -18486 0 LX KL/RX 21.1 34.0 21.1 34.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.1 53.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36,0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14779 20575 -14477 20575 -18557 21749 -18557 21749 -23888 21749 -23888 21749 -27268 24896 -27268 24896 -28697 24896 -28697 24896 -27262 24896 -27262 24896 -23877 21749 -23877 21749 -18541 21749 -18541 21749 -14478 20617 952 109. -5914 22934 +Moment -Moment 785 -1016 284 -1016 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350 -944 653 2.809 869 -810 fb FB 912 27000 330 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 407 27000 2.241 388 27000 FE CM 128943 .9656 128943 .9663 99901 .9257 99901 .9257 99901 .9044 99901 .9044 99901 .8908 99901 .8908 99901 .8851 99901 .8851 99901 .8908 99901 .8908 99901 .9044 99901 .9044 99901 .9258 99901 .9258 130483 .9667 2 X 2 X 2 X 2 X 400344 .9956 ARat BRat -.540 .028 -.529 .010 -.642 .000 -.642 .000 -.826 .000 -.826 .000 -.824 .000 -.824 .000 -.867 .000 -.867 .000 -.823 .000 -.823 .000 -.825 .000 -.825 .000 -.641 .000 -.641 .000 -.528 .013 .163 .250 -.194 .011 SRat .568 .539 .642 .642 .826 .826 .824 .824 .867 .867 .823 .823 .825 .825 .641 .641 .541 .205 Job: 1780901 Mark: J12 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:19:48 Page 040 ,434 .176 11/2X1 1/2 X .155 B01 B02 B03 B04 B05 B06 B07 BOS 1 1 1 1 1 1 1 1 8963 0 16852 0 22300 0 25308 0 25304 0 22289 0 16834 0 8939 0 28.3 61.3 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.1 61.0 28.3 95.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.1 95.5 63. 57. 101. 91. 101. 91. 109. 98. 109. 98. 109. 98. 109. 98. 63. 57. 0 0 3 5 3 5 1 6 1 6 1 6 1 6 0 0 10163 30000 19107 30000 25285 30000 28696 30000 28691 30000 25272 30000 19087 30000 10136 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 39769 .8978 13775 .4452 13775 .2658 13775 .1667 13775 .1669 13775 .2661 13775 .4457 40123 .8990 .339 .000 .637 .000 .843 .000 .957 .000 .956 .000 .842 .000 .636 .000 .338 .000 .339 .637 .843 .957 .956 .842 .636 .338 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 204.83 in4 I act.= 228.94 in4 W-L/360= 199.0 W-L/240= 298.4 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 SOI S02 S03 S04 S05 Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 '1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10214. 10214. -4562. 6027. -5216. 4405. -3595. 2784. -1973. 1512. 1512. -1977. 2788. -3599. 4410. -5220. 6031. -4558. -1444. -1125. -1125. -1125. -1162. LX 38.24 38.24 18.87 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.85 23.73 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 120 94 94 94 94 .80 .81 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .72 .96 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .782 .509 .996 .712 .743 .450 .658 .245 .245 .659 .451 .744 .713 .997 .509 .781 .686 .341 .341 .341 .352 Job: 1780901 Mark: J12 10-15-98 11:19:48 Page 041 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 S07 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 S09 1010 1 X 1 X .109 1 1 -1444. 23.73 0 120.95 2.0 .586 Job: 1780901 Mark: J13 10-15-98 11:19:51 Page 042 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J13 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP: 1st PP: EndP: 1st PP: 2 23 21 43 1 .000 .000 .125 .000 .000 .125 OAL: 35'- 4 2/8" BL: 35'- 4 2/8" WL: 35'- 0 2/8" 14 24.000 TC TC TC TC BC BC K.j.yi.1 X: WP: EndP: 1st PP: EndP: 1st PP: .L. -- .000 2.000 23.125 21.000 43.000 1.125 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge 9 17'- 8 1/8" Eff. Depth: 23.00 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 35'- 2 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load 1 4 Type Shea Chrd Chrd MinS MinS ConV 325 0 Ref-pt N/A TC-LE TC-LE PriWeb SecWeb TC-LE Stress 1.00 1.33 Orient N/A N/A N/A N/A N/A GY Deflec LC 240.00 2 .00 5 Load 250 10000 10000 1102 1102 500 U. Load Stress Deflec LC U. 325 1 325 1 Distance 0 0 0 0 0 17 '- 0" ' - 0" ' - 0" i _ o" i _ o" '- 8 1/8" .00 .33 Load 0 0 0 0 0 0 .00 .00 3 6 Distance 0'- O1- O1- O1- 0'- 0'- 0" 0" 0" 0" 0" 0" , Load 0 215 Stress Deflec Load l 3 5 1 1 1 2 4 2 2 2 1.33 .00 1.00 360.00 Cases 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # Load Case Load Case Load Case Load Case Load Case # 1 # 2 # 3 # 4 # 5 # 6 .2 .2 .0 .0 .2 .1 -5940 -5940 -5940 -3764 .8 .8 .0 .0 .8 .7 -5940.8 -5940.8 .0 .0 -5940.8 -3764.7 Job: 1780901 Mark: J13 10-15-98 11:19:51 Page 043 Matl Area RX R2 RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 ,860 2 X 2 X .163 Mem LC T01 T02 TO 3 T04 T05 TO 6 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 5 5 5 5 5" 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -20079 0 -19586 0 -24504 0 -24504 0 -31807 0 -31807 0 -36398 1 -36398 1 -38276 1 -38276 1 -36398 1 -36398 1 -31808 0 -31808 0 -24504 0 -24504 0 -19586 0 .13 1. .00 -20079 0 LX KL/RX 21.1 34.0 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 - - 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 .952 36.0 32.2 fa FA 16052 20575 15658 20617 19590 21749 19590 21749 25428 21749 25428 21749 29099 24896 29099 24896 30600 24896 30600 24896 29099 24896 29099 24896 25428 21749 25428 21749 19590 21749 19590 21749 15658 20S17 109. -6424 22934 +Moment -Moment 958 -1231 335 -1231 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 426 -1149 653 2.809 1058 -986 fb FB 1114 27000 389 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 496 27000 2.241 472 27000 FE CM 128943 .9627 130483 .9640 99901 .9216 99901 .9216 99901 .8982 99901 .8982 99901 .8835 99901 .8835 99901 .8775 99901 .8775 99901 .8835 99901 .8835 99901 .8982 99901 .8982 99901 .9216 99901 .9216 130483 .9640 2 X 2 X 2 X 2 X 400344 .9952 ARat BRat -.587 .035 -.571 .012 -.677 .000 -.677 .000 -.879 .000 -.879 .000 -.879 .000 -.879 .000 -.924 .000 -.924 .000 -.879 .000 -.879 .000 -.879 .000 -.879 .000 -.677 .000 -.677 .000 -.571 .015 .163 .250 -.211 .014 SRat .621 .583 .677 .677 .879 .879 .879 .879 .924 .924 .879 .879 .879 .879 .677 .677 .586 .224 Job: 1780901 Mark: J13 1517 .96 .459 .294 1.044 1.000 106.999 10-15-98 11:19:51 Page 044 ,463 .191 1 1/2 X 1 1/2 X .170 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 Summary 9835 0 18495 0 24442 0 27677 0 27677 0 24442 0 18495 0 9835 0 of Joist 25.1 54.7 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 25.1 54.7 25.1 85.5 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 25.1 85.5 Deflection 60.0 54.0 101.1 91.1 101.1 91.1 109.1 98.3 109.1 98.3 109.1 98.3 109.1 98.3 60.0 54.0 Criteria 10221 30000 19222 30000 25402 30000 28764 30000 28764 30000 25402 30000 19222 30000 10221 30000 (in, inA4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 49836 .9180 13654 .4369 13654 .2559 13654 .1574 13654 .1574 13654 .2559 13654 .4369 49836 .9180 .341 .000 .641 .000 .847 .000 .959 .000 .959 .000 .847 .000 .641 .000 .341 .000 .341 .641 .847 .959 .959 .847 .641 .341 I req.= 249.10 in4 I act.= 288.44 in4 W-L/360= 250.9 W-L/240= 376.3 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.63" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 P15 PI 6 P17 SOI S02 S03 S04 SOS Matl R875 R875 1212 1515 1515 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1515 1515 1212 1210 .1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/4 X 1/4 X XIX XIX XIX XIX 1 1/4 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 1/4 X 1 1/4 X .109 .109 .109 .109 .125 .155 .155 .109 .109 .109 .109 .155 .155 .125 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 12068. 12068. -5341. 6829. -5889. 4950. -4010. 3071. -2132. 1593. 1593. -2132. 3071. -4010. 4950. -5889. 6829. -5341. -1643. -1243. -1243. -1243. -1291. LX 41.90 41.90 20.52 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 20.52 27.09 20.50 20.50 20.50 20.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 191.53 191. 83. 100. 100. 151. 99. 151. 120. 151. 151. 120. 151. 99. 151. 100. 100. 83. 109. 104. 104. 104. 104. '53 52 55 55 02 70 02 16 02 02 16 02 70 02 55 55 52 89 50 50 50 50 Weld 3.7 3.7 2.8 2.9 2.5 3.0 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.5 3.0 2.5 2.9 2.8 2.0 2.0 2.0 2.0 2.0 SRatio .743 .743 .983 .516 .916 .800 .886 .497 .791 .258 .258 .791 .497 .886 .800 .916 .516 .983 .510 .442 .442 .442 .459 Job: 1780901 Mark: J13 10-15-98 11:19:51 Page 045 506 1010 1 X 1 X .109 1 1 -1243. 20.50 0 104.50 2.0 .442 507 1010 1 X 1 X .109 1 1 -1243. 20.50 0 104.50 2.0 .442 SOS 1010 1 X 1 X .109 1 1 -1243. 20.50 0 104.50 2.0 .442 S09 1210 11/4X1 1/4 X .109 1 1 -1643. 27.09 0 109.89 2.0 .510 Job: 1780901 Mark: J14 10-15-98 11:19:54 Page 046 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J14 Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 37.000 34.875 49.000 22.875 OAL: 39'-ll 6/8" BL: 39'-11 6/8" WL: 39'- 7 6/8" Right 14 24.000 TC X: TC WP: TC.EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 37.000 34.875 49.000 22.875 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28,000 Ridge @ 19'-11 7/8" Eff. Depth: 27.01 Support Locations: (Prom Left End Base Length) 1) O1- 2" 2) 39'- 9 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 266 1.00 240.00 2 266 4 0 1.33 .00 5 266 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 183 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 O1 0' 0' 0' O1 19' - 0" - 0" - 0" - 0" - 0" -11 7/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -5522 -5522 -5522 -3627 .8 .8 .0 .0 .8 .6 2-Y -5522 -5522 -5522 -3627 .8 .8 .0 .0 .8 .6 Job: 1780901 Mark: J14 10-15-98 11:19:54 Page 047 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 TO 2 T03 TO 4 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 1515 B01 B02 BO 3 B04 BOS B06 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 Force Pills -18936 1 -18592 1 -25580 0 -25580 0 -30752 0 -30752 0 -34033 1 -34033 1 -35423 1 -35423 1 -34033 1 -34033 1 -30752 0 -30752 0 -25580 0 -25580 0 -18592 1 -18936 1 .88 12285 0 18402 0 22629 0 24964 0 24964 0 22629 LX KL/RX 35.0 56.4 34.9 56.2 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 34.9 56.2 35.0 56.4 461 46.9 101.7 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 LZ KL/RZ 17.5 44.3 17.4 44.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 17.4 44.1 17.5 44.3 295 1 46.9 159.1 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .040 1. 46.9 42.4 96.0 86.8 96.0 86.8 96.0 86.8 96.0 86.8 96.0 fa PA -15138 20181 -14863 20208 -20450 21749 -20450 21749 -24585 21749 -24585 21749 -27207 24896 -27207 24896 -28318 24896 -28318 24896 -27207 24896 -27207 24896 -24585 21749 -24585 21749 -20450 21749 -20450 21749 -14863 20208 -15138 20181 000 106. 13930 30000 20866 30000 25658 30000 28306 30000 28306 30000 25658 +Moment -Moment 2064 -2990 1126 -2990 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1126 -2990 2064 -2990 999 .434 0 0 0 0 0 0 0 0 0 0 0 fb FB -8931 27000 -8931 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000- -8931 27000 -8931 27000 .176 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 46974 .9033 47311 .9058 99901 .9181 99901 .9181 99901 .9016 99901 .9016 99901 .8911 99901 .8911 99901 .8866 99901 .8866 99901 .8911 99901 .8911 99901 .9016 99901 .9016 99901 .9181 99901 .9181 47311 .9058 46974 .9033 1 1/2 X 14444 .6143 13775 .3941 13775 .2550 13775 .1781 13775 .1781 13775 ARat BRat -.422 -.249 -.414 -.249 -.707 .000 -.707 .000 -.850 .000 -.850 .000 -.822 .000 -.822 .000 -.855 .000 -.855 .000 -.822 .000 -.822 .000 -.850 .000 -.850 .000 -.707 .000 -.707 .000 - .414 -.249 -.422 -.249 1 1/2 X .464 .000 .696 .000 .855 .000 .944 .000 .944 • .000 .855 SRat .670 .663 .707 .707 .850 .850 .822 .822 .855 .855 .822 .822 .850 .850 .707 .707 .663 .670 .155 .464 .696 .855 .944 .944 Job: 1780901 Mark: J14 10-15-98 11:19:54 Page 048 B07 1 B08 1 0 18402 0 12285 0 104. 48. 104. 46. 101. 1 0 1 9 7 162 48 162 46 159 .9 .0 .9 .9 .1 86.8 96.0 86.8 46.9 42.4 30000 20866 30000 13930 30000 0 0 0 0 0 30000 0 30000 0 30000 .2550 13775 .3941 14444 .6143 .000 .696 .000 .464 .000 .855 .696 .464 Summary of Joist Deflection Criteria {in, in*4, plf) I req.= 305.24 in4 I act.= 377.96 in4 W-L/360= 226.6 W-L/240= 339.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.00" Actual Deflection = 1.67" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 PI 7 SOI S02 S03 S04 SOS S06 S07 SOS S09 Matl R875 R875 1715 1212 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1212 1715 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3/4 X 1/4 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/4 X 3/4 X XIX XIX XIX XIX XIX XIX XIX XIX XIX 1 3/4 X .155 1 1/4 X .125 1 1/2 X .138 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 1 1/2 X .138 1 1/4 X .125 1 3/4 X .155 .109 .109 .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10808. 10808. -6042. 5295. -4583. 3872. -3160. 2448. -1736. 1415. 1415. -1736. 2448. -3160. 3872. -4583. 5295. -6042. -1297. -1185. -1185. -1185. -1185. -1185. -1185. -1185. -1297. LX 49.17 49.17 32.11 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.11 26.81 24.50 24.50 24.50 24.50 24.50 24.50 24.50 26.81 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224 93 133 110 167 110 167 132 167 167 132 167 110 167 110 133 93 136 124 124 124 124 124 124 124 136 .80 .05 .38 .93 .07 .30 .07 .94 .07 .07 .94 .07 .30 .07 .93 .38 .05 .66 .89 .89 .89 .89 .89 .89 .89 .66 Weld 3.5 3.5 2.6 2.8 2.2 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.2 2.8 2.6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .666 .666 .721 .595 .956 .626 .818 .396 .788 .229 .229 .788 .396 .818 .626 .956 .595 .721 .787 .601 .601 .601 .601 .601 .601 .601 .787 Job: 1780901 Mark: J15 10-15-98 11:19:57 Page 049 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J15 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC EC BC X: WP: EndP 1st EndP 1st T.e-FI-LJCJ- U- : PP: : PP: 2. 25. 22. 43. 4. 000 000 000 875 000 875 OAL: 39'-ll 6/8" BL: 39'-ll 6/8" WL: 39'- 7 6/8" Right 16 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 25.000 22.875 43.000 4.875 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'-11 7/8" Eff. Depth: 22.94 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 39'- 9 6/8" Joist Loading (ft, Ibs, t ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 253 1.00 240.00 2 253 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 253 1.33 .00 6 148 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 O1 0' 0' 0' O1 19' - 0" - 0" - 0" - 0" - 0" -11 7/8" 0 0 0 0 0 0 0'- 0'~ 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -5265. -5265. . . -5265. -2933. 1 1 0 0 1 8 2-Y -5265 -5265 -5265 -2933 .2 .2 .0 .0 .2 .8 Job: 1780901 Mark: J15 10-15-98 11:19:57 Page 050 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Force Fills -18977 0 -18597 0 -23794 0 -23794 0 -30670 0 -30670 0 -35428 1 -35428 1 -38069 1 -38069 1 -38069 1 -38069 1 -35428 1 -35428 1 -30670 0 -30670 0 -23794 0 -23794 0 -18598 0 -18977 0 LX KL/RX 23.0 37.1 22.9 36.9 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.9 36.9 23.0 37.1 LZ KL/RZ 23.0 58.2 22.9 57.9 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 '30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.9 57.9 23.0 58.2 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 fa FA -15171 19930 -14868 19973 -19022 21749 -19022 21749 -24519 21749 -24519 21749 -28323 24896 -28323 24896 -30434 24896 -30434 24896 -30434 24896 -30434 24896 -28323 24896 -28323 24896 -24519 21749 -24519 21749 -19022 21749 -19022 21749 -14868 19973 -15171 19930 +Moment -Moment 874 -1162 351 -1162 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 351 -1162 874 -1162 fb FB 1015 27000 408 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 408 27000 1015 27000 FE CM 108777 .9582 109969 .9594 99901 .9238 99901 .9238 99901 .9018 99901 .9018 99901 .8866 99901 .8866 99901 .8781 99901 .8781 99901 .8781 99901 .8781 99901 .8866 99901 .8866 99901 .9018 99901 .9018 99901 .9238 99901 .9238 109969 .9594 108777 .9582 ARat BRat -.572 .032 -.560 .013 -.658 .000 -.658 .000 -.848 .000 -.848 .000 -.855 .000 -.855 .000 -.919 .000 -.919 .000 -.919 .000 -.919 .000 -.855 .000 -.855 .000 -.848 .000 -.848 .000 -.658 .000 -.658 .000 -.560 .013 -.572 .032 SRat .604 .572 .658 .658 .848 .848 .855 .855 .919 .919 .919 .919 .855 .855 .848 .848 .658 .658 .572 .604 Job: 1780901 1717 1.13 Mark: J15 .539 .344 1.136 1.000 106.999 10-15-98 11:19:57 Page 051 658 .264 1 3/4 X 1 3/4 X .170 B01 B02 B03 B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 9562 0 17497 0 23314 0 27013 0 28595 0 27013 0 23314 0 17497 0 9562 0 28.9 53.5 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 28.9 53.5 28.9 83.9 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 28.9 83.9 76 63 76 63 120 99 120 99 120 99 112 92 112 92 76 63 76 63 .9 .6 .9 .6 .0 .3 .0 .3 .0 .3 .0 .7 .0 .7 .9 .6 .9 .6 8446 30000 15454 30000 20591 30000 23859 30000 25256 30000 23859 30000 20592 30000 15454 30000 8446 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 52098 .9352 18853 .6721 18853 .5631 18853 .4938 18853 .4641 18853 .4938 18853 .5631 18853 .6721 52098 .9352 .282 .000 .515 .000 .686 .000 .795 .000 .842 .000 .795 .000 .686 .000 .515 .000 .282 .000 .282 .515 .686 .795 .842 .795 .686 .515 .282 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 281.34 in4 I act.= 313.54 in4 W-L/360= 188.0 W-L/240= 282.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.00" Actual Deflection = 1.91" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 P17 P18 P19 SOI Matl R875 R875 1212 1513 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1513 1212 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/4 X 1 X 1 X 1 1/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 1 1/4 1 1/4 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 1/4 .109 X X X X X X X X X X X X .125 .138 .138 .109 .109 .109 .109 .109 .109 .138 .138 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10799. 10799. -4896. 6216. -5484. 4751. -4019. 3287. -2554. 1822. -1531. -1531. 1822. -2554. 3287. -4019. 4751. -5484. 6216. -4896. -1523. LX 41.47 41.47 20.70 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.70 25.74 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189.59 84.25 99.19 99.19 149.39 98.63 149.39 118.87 149.39 118.87 118.87 149.39 118.87 149.39 98.63 149.39 99.19 99.19 84.25 131.21 Weld 3.3 3.3 2.6 3.0 2.6 2.9 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.9 2.6 3.0 2.6 2.0 SRatio .665 .665 .909 .525 .933 .768 .875 .532 .927 .295 .556 .556 .295 .927 .532 .875 .768 .933 .525 .909 .852 Job: 1780901 Mark: J15 10-15-98 11:19:57 Page 052 S02 S03 S04 SOB S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1523. 20 20 . 20 20 20 20 20 . 20 25 .25 .25 .25 .25 .25 .25 .25 .25 .74 0 0 0 0 0 0 0 0 0 103 103 103 103 103 103 103 103 131 .22 .22 .22 .22 .22 .22 .22 .22 .21 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .417 .417 .417 .417 .417 .417 .417 .417 .852 Job: 1780901 Mark: J16 10-15-98 11:20:02 Page 053 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J16 Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T o-Ft-J-icI. l_ : PP: PP: 2 24 22 43 4 .000 .000 .875 .875 .000 .750 OAL: 39'-ll 4/8" BL: 39r-ll 4/8" WL: 39'- 7 4/8" 16 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.875 22.875 43.000 4.750 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'-11 6/8" Eff. Depth: 22.94 Support Locations: (From Left End Base Length) 1) O1- 2" 2) 39'- 9 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 254 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 254 254 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 148 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0' 0' 0' 0' 0' 19' - 0" - 0" - 0" - 0" - 0" -11 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" ' 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # ft # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -5282 -5282 -5282 -2932 .3 .3 .0 .0 .3 .2 2-Y -5282 -5282 -5282 -2932 .3 .3 .0 .0 .3 .2 Job: 1780901 Mark: J16 10-15-98 11:20:02 Page 054 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 TO 5 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Force Fills -19008 0 -18626 0 -23817 0 -23817 0 -30718 0 -30718 0 -35492 1 -35492 1 -38141 1 -38141 1 -38141 1 -38141 1 -35492 1 -35493 1 -30718 0 -30718 0 -23817 0 -23817 0 -18626 0 -19008 0 LX KL/RX 22.9 36.9 22.9 36.9 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.9 36.9 22.9 36.9 LZ KL/RZ 22.9 57.9 22.9 57.9 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.9 57.9 22.9 57.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 fa FA -15196 19973 -14890 19973 -19040 21749 -19040 21749 -24557 21749 -24557 21749 -28374 24896 -28374 24896 -30492 24896 -30492 24896 -30492 24896 -30492 24896 -28374 24896 -28374 24896 -24557 21749 -24557 21749 -19040 21749 -19040 21749 -14890 19973 -15196 19973 +Moment -Moment 866 -1158 355 -1158 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 355 -1158 866 -1158 fb FB 1007 27000 413 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 413 27000 1007 27000 FE CM 109969 .9585 109969 .9594 99901 .9238 99901 .9238 99901 .9017 99901 .9017 99901 .8864 99901 .8864 99901 .8779 99901 .8779 99901 .8779 99901 .8779 99901 .8864 99901 .8864 99901 .9017 99901 .9017 99901 .9238 99901 .9238 109969 .9594 109969 .9585 ARat BRat -.572 .031 -.561 .013 -.658 .000 -.658 .000 -.849 .000 -.849 .000 -.857 .000 -.857 .000 -.921 .000 -.921 .000 -.921 .000 -.921 .000 -.857 .000 -.857 .000 -.849 .000 - .849 .000 -.658 .000 -.658 .000 -.561 .013 -.572 .031 SHat .604 .573 .658 .658 .849 .849 .857 .857 .921 .921 .921 .921 .857 .857 .849 .849 .658 .658 .573 .604 Job: 1780901 Mark: J16 1717 1.13 .539 .344 1.136 1.000 106.999 10-15-98 11:20:02 Page 055 658 .264 1 3/4 X 1 3/4 X .170 B01 B02 BOS B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 9569 0 17533 0 23371 0 27083 0 28669 0 27083 0 23371 0 17533 0 9569 0 28.8 53.3 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 28.8 53.3 28.8 83.5 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 28.8 83.5 76.8 63.5 76.8 63.5 120.0 99.3 120.0 99.3 120.0 99.3 112.0 92.7 112.0 92.7 76.8 63.5 76.8 63.5 8452 30000 15486 30000 20642 30000 23921 30000 25321 30000 23921 30000 20642 30000 15486 30000 8452 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 52552 .9357 18853 .6714 18853 .5620 18853 .4925 18853 .4628 18853 .4925 18853 .5620 18853 .6714 52552 .9357 .282 .000 .516 .000 .688 .000 .797 .000 .844 .000 .797 .000 .688 .000 .516 .000 .282 .000 .282 .516 .688 .797 .844 .797 .688 .516 .282 Summary of Joist Deflection Criteria {in, inx4, plf) I req.= 282.00 in4 I act.= 313.54 in4 W-L/360= 188.3 W-L/240= 282.4 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.00" Actual Deflection = 1.91" Mem P01 P20 P02 P03 P04 P05 .P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 PI 6 P17 P18 PI 9 SOI Matl R875 R875 1212 1513 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1513 1212 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX 1/4 X 1/4 X XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/4 X XIX 1 1/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 1 1/4 1 1/4 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 1/4 .109 X X X X X X X X X X X X .125 .138 .138 .109 .109 .109 .109 .109 .109 .138 .138 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10835. 10835. -4908. 6238. -5502. 4767. -4032. 3297. -2562. 1826. -1531. -1531. 1826. -2562. 3297. -4032. 4767. -5502. 6238. -4908. -1528. LX 41.47 41.47 20.68 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.68 25.81 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189 84 99 99 149 98 149 118 149 118 118 149 118 149 98 149 99 99 84 131 .59 .16 .19 .19 .39 .63 .39 .87 .39 .87 .87 .39 .87 .39 .63 .39 .19 .19 .16 .56 Weld 3.3 3.3 2.6 3.0 2.7 2.9 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.9 2.7 3.0 2.6 2.0 SRatio .667 .667 .910 .526 .936 .771 .878 .533 .930 .295 .556 .556 .295 .930 .533 .878 .771 .936 .526 .910 .859 Job: 1780901 Mark: J16 10-15-98 11:20:02 Page 056 S02 S03 804 SOS S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1 1 1 1 1 1 1 1 X X X X X X X X X 1 1 1 1 1 1 1 1 1 X X X X X X X X X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1199. -1199. -1199. -1199. -1199. -1199. -1199. -1199. -1528. 20 20 20 20 20 20 20 20 25 .25 .25 .25 .25 .25 .25 .25 .25 .81 0 0 0 0 0 0 0 0 0 103. 103. 103. 103. 103. 103. 103. 103. 131. 22 22 22 22 22 22 22 22 56 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .417 .417 .417 .417 .417 .417 .417 .417 .859 Job: 1780901 Mark: J17 10-15-98 11:20:05 Page 057 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J17 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC .TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.875 22.875 43.000 4.750 OAL: 40'- 3 4/8' BL: 39'-ll 4/81 WL: 39'- 7 4/8' 16 24.000 TC TC TC TC BC BC X: WP: EndP 1st EndP 1st nj.vjij : PP: : PP: .L, — 4 2 24 22 43 4 .000 .000 .875 .875 .000 .750 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'-11 6/8" Eff. Depth: 22.94 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 9 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 254 1.00 240.00 2 254 4 0 1.33 .00 5 254 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 148 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0' 0' 0' O1 0' 19' - 0" - 0" - 0" - 0" - 0" -11 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -5282 -5282 -5282 -2932 .3 .3 .0 .0 .3 .2 2-Y -5345 -5345 -5345 -2969 .8 .8 .0 .0 .8 .2 Job: 1780901 Mark: J17 10-15-98 11:20:05 Page 058 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 TO 2 TO 3 T04 T05 T06 TO 7 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 2016 1510 T21 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 3 5 Force Fills -19008 0 -18626 0 -23817 0 -23817 0 -30717 0 -30717 0 -35492 1 -35492 1 -38141 1 -38141 1 -38141 1 -38141 1 -35492 1 -35492 1 -30718 0 -30718 0 -23817 0 -23817 0 -18626 0 -19008 0 .88 1. .00 -10000 0 LX KL/RX 22.9 36.9 22.9 36.9 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.9 36.9 22.9 36.9 115 6.0 5.4 LZ KL/RZ 22.9 57.9 22.9 57.9 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24,0 60.7 24,0 60.7 24.0 60.7 22.9 57.9 22.9 57.9 586 1 6.0 10.2 LYY KL/RYY 36,0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29,3 36;0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .138 . 36.0 31.6 fa FA -15196 19973 -14890 19973 -19040 21749 -19040 21749 -24557 21749 -24557 21749 -28374 24896 -28374 24896 -30492 24896 -30492 24896 -30492 24896 -30492 24896 -28374 24896 -28374 24896 -24557 21749 -24557 21749 -19040 21749 -19040 21749 -14890 19973 -15196 19973 905 112. -5316 24563 +Moment -Moment 866 -11S8 355 -1158 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 391 -1056 686 -1056 473 1.327 0 -381 fb FB 1007 27000 413 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 454 27000 798 27000 1.887 0 30000 FE CM 109969 .9585 109969 .9594 99901 .9238 99901 .9238 99901 - .9017 99901 .9017 99901 .8864 99901 .8864 99901 .8779 99901 .8779 99901 .8779 99901 .8779 99901 .8864 99901 .8864 99901 .9017 99901 .9017 99901 .9238 99901 .9238 109969 .9594 109969 .9585 2 X 2 X 1 1/2 X 5153815 .9996 ARat BRat -.572 .031 -.561 .013 -.658 .000 -.658 .000 -.849 .000 -.849 .000 -.857 .000 -.857 .000 -.921 .000 -.921 .000 -.921 .000 -.921 .000 -.857 .000 -.857 .000 -.849 .000 -.849 .000 -.658 .000 -.658 .000 -.561 .014 -.572 .025 .163 1 1/2 X -.163 .000 SRat .604 .573 .658 .658 .849 ..849 .857 .857 .921 .921 .921 .921 .857 .857 .849 .849 .658 .658 .575 .597 .109 .163 Job: 1780901 Mark: J17 1717 1.13 .539 .344 1.136 1.000 106.999 10-15-98 11:20:05 Page 059 658 .264 1 3/4 X 1 3/4 X .170 B01 B02 B03 B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 Summary 9569 0 17533 0 23371 0 27083 0 28669 0 27083 0 23371 0 17533 0 9569 0 of Joist 28.8 53.3 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 28.8 53.3 28.8 83.5 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 28.8 83.5 Deflection 76.8 63.5 76.8 63.5 120.0 99.3 120.0 99.3 120.0 99.3 112.0 92.7 112.0 92.7 76.8 63.5 76.8 63.5 Criteria 8452 30000 15486 30000 20642 30000 23921 30000 25321 30000 23921 30000 20642 30000 15486 30000 8452 30000 (in, inA4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 52552 .9357 18853 .6714 18853 .5620 18853 .4925 18853 .4628 18853 .4925 18853 .5620 18853 .6714 52552 .9357 .282 .000 .516 .000 .688 .000 .797 .000 .844 .000 .797 .000 .688 .000 .516 .000 .282 .000 .282 .516 .688 .797 .844 .797 .688 .516 .282 I req.= 282.00 in4 I act.= 313.54 in4 W-L/360= 188.3 W-L/240= 282.4 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.00" Actual Deflection = 1.91" Mem POl P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 P18 P19 SOI Matl R875 R875 1212 1513 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1513 1212 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX 1/4 X 1/4 X XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/4 X XIX 1 1/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 1 1/4 1 1/4 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 1/4 .109 X X X X X X X X X X X X .125 .138 .138 .109 .109 .109 .109 .109 .109 .138 .138 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10835. 10835. -4908. 6238. -5502. 4767. -4032. 3297. -2562. 1826. -1531. -1531. 1826. -2562. 3297. -4032. 4767. -5502. 6238. -4908. -1528. LX 41.47 41.47 20.68 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.68 25.81 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189 84 99 99 149 98 149 118 149 118 118 149 118 149 98 149 99 99 84 131 .59 .16 .19 .19 .39 .63 .39 .87 .39 .87 .87 .39 .87 .39 .63 .39 .19 .19 .16 .56 Weld 3.3 3.3 2.6 3.0 2.7 2.9 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.9 2.7 3.0 2.6 2.0 SRatio .667 .667 .910 .526 .936 .771 .878 .533 .930 .295 .556 .556 .295 .930 .533 .878 .771 .936 .526 .910 .859 Job: 1780901 Mark: J17 10-15-98 11:20:05 Page 060 S02 S03 S04 SOB S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1199. -1199. -1199. -1199. -1199. -1199. -1199. -1199. -1528. 20 20 20 20 20 20 20 20 25 .25 .25 .25 .25 .25 .25 .25 .25 .81 0 0 0 0 0 0 0 0 0 103. 103. 103. 103. 103. 103. 103. 103. 131. 22 22 22 22 22 22 22 22 56 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .417 .417 .417 .417 .417 .417 .417 .417 .859 Job: 1780901 Mark: J18 10-15-98 11:20:09 Page 061 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J18 Req. by: ASE8 LOG: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 32.250 30.250 49.000 13.500 OAL: 38'- 5" BL: 38'- 5" WL: 38'- 1" 14 24.000 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28.000 Ridge @ 19 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 38'- 3" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 32.250 30.250 49.000 13.500 - 2 4/8" Eff. Depth: 27.01 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 289 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 289 289 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 207 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- O1- 19'- 0" 0" 0" 0" 0" 2 4/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # S Load Case # 6 .1 .1 .0 .0 .1 .1 -5753.0 -5753.0 .0 .0 -5753.0 -3941.6 -5753.0 -5753.0 .0 .0 -5753. 0 -3941.6 Job: 1780901 Mark: J18 10-15-98 11:20:09 Page 062 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 TO 2 T03 T04 T05 TO 6 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19378 0 -18926 0 -24816 0 -24816 0 -30397 0 -30397 0 -33923 1 -33923 1 -35394 1 -35394 1 -33923 1 -33923 1 -30397 0 -30397 0 -24816 0 -24816 0 -18926 0 .13 1. .00 -19378 0 LX KL/RX 30.3 48.7 30.3 48.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 30.3 48.7 094 30.3 27.7 LZ KL/RZ 30.3 76.6 30.3 76.6 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 30.3 76.6 623 1 30.3 48.6 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3. 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15491 17182 -15130 17182 -19839 21749 -19839 21749 -24300 21749 -24300 21749 -27119 24896 -27119 24896 -28296 24896 -28296 24896 -27119 24896 -27119 24896 -24301 21749 -24301 21749 -19839 21749 -19839 21749 -15130 17182 952 109. -6199 21212 +Moment -Moment 1683 -2407 879 -2407 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 973 -2098 653 2.809 1805 -2098 fb FB 1956 27000 1022 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1131 27000 2.241 806 27000 FE CM 62884 .9261 62884 .9278 99901 .9206 99901 .9206 99901 .9027 99901 .9027 99901 .8914 99901 .8914 99901 .8867 99901 .8867 99901 .8914 99901 .8914 99901 .9027 99901 .9027 99901 .9206 99901 .9206 62884 .9278 2 X 2 X 2 X 2 X 195243 .9905 ARat BRat -.678 .065 -.662 .034 -.686 .000 -.686 .000 -.840 .000 -.840 .000 -.819 .000 -.819 .000 -.855 .000 -.855 .000 -.819 .000 -.819 .000 -.840 .000 -.840 .000 -.686 .000 -.686 .000 -.662 .037 .163 .250 -.220 .024 SRat .743 .696 .686 .686 .840 .840 .819 .819 .855 .855 .819 .819 .840 .840 .686 .686 .700 .244 Job: 1780901 Mark: JIB 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:09 Page 063 ,434 .176 11/2X1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 B08 1 1 1 1 1 1 1 1 11255 0 17863 0 22416 0 24915 0 24915 0 22416 0 17863 0 11255 0 37 81 48 104 48 104 48 104 48 104 48 104 48 104 37 81 .5 .3 ,0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .5 .3 37.5 127.3 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 37.5 127.3 64 58 109 38 109 98 117 105 117 105 117 105 117 105 64 58 .5 .3 .0 .5 .0 .5 .0 .8 .0 .8 .0 .8 .0 .8 .5 .3 12762 30000 20254 30000 25417 30000 28250 30000 28250 30000 25417 30000 20254 30000 12762 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 22569 .7738 13775 .4119 13775 .2619 13775 .1797 13775 .1797 13775 .2619 13775 .4119 22569 .7738 .425 .000 .675 .000 .847 .000 .942 .000 .942 .000 .847 .000 .675 .000 .425 .000 .425 .675 .847 .942 .942 .847 .675 .425 Summary of Joist Deflection Criteria (in, in"*4, plf) I req.= 306.04 in4 I act.= 377.96 in4 W-L/360= 255.6 W-L/240= 383.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.92" Actual Deflection = 1.55" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 P17 SOI S02 S03 S04 SOB Matl R875 R875 1513 1513 1515 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1515 1513 1513 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/2 X XIX XIX XIX XIX XIX 1 1/2 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 1/2 .109 .109 .109 .109 .109 X X X X X X X X X X .138 .138 .155 .109 .109 .109 .109 .155 .138 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11318. 11318. -5489. 5695. -4922. 4148. -3375. 2602. -1829. 1415. 1415. -1829. 2602. -3375. 4148. -4922. 5695. -5489. -1394. -1185. -1185. -1185. -1205. LX 49.17 49.17 27.39 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 27.39 28.83 24.50 24.50 24.50 24.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224. 92. 110. 111. 167. 110. 167. 132. 167. 167. 132. 167. 110. 167. 111. 110. 92. 146. 124. 124. 124. 124. 80 70 93 24 07 30 07 94 07 07 94 07 30 07 24 93 70 96 89 89 89 89 Weld 3.6 3.6 2.7 2.8 2.1 2.5 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 2.1 2.8 2.7 2.0 2.0 2.0 2.0 2.0 SRatio .697 .697 .851 .481 .925 .671 .874 .421 .830 .229 .229 .830 .421 .874 .671 .925 .481 .851 .978 .600 .600 .600 .611 Job: 1780901 Mark: J18 10-15-98 11:20:09 Page 064 506 1010 1 X 1 X .109 1 1 -1185. 24.50 0 124.89 2.0 .600 507 1010 1 X 1 X .109 1 1 -1185. 24.50 0 124.89 2.0 .600 SOS 1010 1 X 1 X .109 1 1 -1185. 24.50 0 124.89 2.0 .600 S09 1010 1 X 1 X .109 1 1 -1394. 28.83 0 146.96 2.0 .978 Job: 1780901 Mark: J19 10-15-98 11:20:12 Page 065 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark:.J19 Req. by: ASE8 Loc: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 34.250 32.250 49.000 17.500 OAL: 39'- 1" BL: 39'- 1" WL: 38'- 9" Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 34.250. 32.250 49.000 17.500 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28.000 Ridge @ 19'- 6 4/8" Eff. Depth: 27.01 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 38'-ll" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 279 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 279 279 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 197 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1102 1102 500 0'- 0'- O1- 0'- 0'- 19'- 0" 0" 0" 0" 0" 6 4/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .1 .1 .0 .0 .1 .1 -5655.6 -5655.6 .0 .0 -5655.6 -3816.8 -5655. S -5655.6 .0 .0 -5655.6 -3816.8 Job: 1780901 Mark: J19 10-15-98 11:20:12 Page 066 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 T05 TO 6 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19190 0 -18780 0 -25161 0 -25161 0 -30564 0 -30564 0 -33983 1 -33983 1 -35419 1 -35419 1 -33983 1 -33983 1 -30564 0 -30564 0 -25161 0 -25161 0 -18780 0 .13 1. .00 -19190 0 LX KL/RX 32.3 52.0 32.3 52.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 32.3 52.0 094 32.3 29.5 LZ -KL/RZ 32.3 81.6 32.3 81.6 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 32.3 81.6 623 1 32.3 51.8 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15341 16354 -15014 16354 -20115 21749 -20115 21749 -24434 21749 -24434 21749 -27168 24896 -27168 24896 -28316 24896 -28316 24896 -27168 24896 -27168 24896 -24434 21749 -24434 21749 -20115 21749 -20115 21749 -15014 16354 952 109. -6139 20798 +Moment -Moment 1841 -2656 990 -2656 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1087 -2328 653 2.809 1971 -2328 fb FB 2140 27000 1151 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1263 27000 2.241 879 27000 FE CM 55326 .9168 55326 .9186 99901 .9195 99901 .9195 99901 .9022 99901 .9022 99901 .8912 99901 .8912 99901 .8866 99901 .8866 99901 .8912 99901 .8912 99901 .9022 99901 .9022 99901 .9195 99901 .9195 55326 .9186 2 X 2 X 2 X 2 X 171778 .9893 ARat BRat -.705 .072 -.690 .039 -.695 .000 -.695 .000 -.845 .000 -.845 .000 -.820 .000 -.820 .000 -.855 .000 -.855 .000 -.820 .000 -.820 .000 -.845 .000 -.845 .000 -.695 .000 -.695 .000 -.690 .043 .163 .250 -.222 .026 SRat .778 .729 .695 .695 .845 .845 .820 .820 .855 .855 .820 .820 .845 .845 .695 .695 .733 .248 Job: 1780901 Mark: J19 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:12 Page 067 434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 B08 1 1 1 1 1 1 l 1 Summary 11716 0 18111 0 22522 0 24949 0 24949 0 22522 0 18111 0 11716 0 of Joist 41.5 90.0 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 41.5 90.0 41.5 140.8 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 41.5 140.8 Deflection 42.0 38.0 95.5 86.3 95.5 86.3 95.5 86.3 95.5 86.3 95.5 86.3 95.5 86.3 42.0 38.0 Criteria 13284 30000 20535 30000 25536 30000 28289 30000 28289 30000 25536 30000 20535 30000 13284 30000 (in, in"' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 18428 .7117 13775 .4037 13775 .2585 13775 .1785 13775 .1785 13775 .2585 13775 .4037 18428 .7117 .443 .000 .684 .000 .851 .000 .943 .000 .943 .000 .851 .000 .684 .000 .443 .000 .443 .684 .851 .943 .943 .851 .684 .443 I req.= 306.82 in4 I act.= 377.96 in4 W-L/360= 242.7 W-L/240= 364.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.95" Actual Deflection = 1.60" Mem POl PI 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 PI 7 SOI S02 S03 S04 S05 Matl R875 R875 1513 1212 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1212 1513 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/4 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/4 X 1/2 X XIX XIX XIX XIX XIX 1 1/2 X 1 1/4 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/4 X 1 1/2 X .109 .109 .109 .109 .109 .138 .125 .138 .109 .109 .109 .109 .138 .125 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11101. 11101. -5697. 5521. -4775. 4028. -3282. 2535. -1789. 1474. 1474. -1789. 2535. -3282. 4028. -4774. 5521. -5697. -1400. -1229. -1229. -1229. -1229. LX 49.17 49.17 29.19 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 29.19 27.92 24.50 24.50 24.50 24.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224.80 98.80 133.38 110.93 167.07 110.30 167.07 132.94 167.07 167.07 132.94 167.07 110.30 167.07 110.93 133.38 98.80 142.30 124.89 124.89 124.89 124.89 Weld 3.5 3.5 2.8 2.9 2.3 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.3 2.9 2.8 2.0 2.0 2.0 2.0 2.0 SRatio .684 .684 .964 .620 .996 .651 .850 .410 .812 .238 .238 .812 .410 .850 .651 .996 .620 .964 .921 .623 .623 .623 .623 Job: 1780901 Mark: J19 10-15-98 11:20:12 Page 068 506 1010 1 X 1 X .109 1 1 -1229. 24.50 0 124.89 2.0 .623 507 1010 1 X 1 X .109 1 1 -1229. 24.50 0 124.89 2.0 .623 SOS 1010 1 X 1 X .109 1 1 -1229. 24.50 0 124.89 2.0 .623 S09 1010 1 X 1 X .109 1 1 -1400. 27.92 0 142.30 2.0 .921 Job: 1780901 Mark: J20 10-15-98 11:20:17 Page 069 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J20 Req. by: ASE8 LOC: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st Y— f J_l~t*SL. t. : PP: : PP: 2, 35. 33. 49. 19. 000 000 125 000 000 125 OAL: 39'- 4 2/8 BL: 39'- 4 2/8 WL: 39'- 0 2/8 Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 35.125 33.000 49.000 19.125 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28.000 Ridge @ 19'- 8 1/8" Ef f. Depth: 27.01 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 2 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 275 1.00 240.00 2 275 4 0 1.33 .00 5 275 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 193 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS Conv N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 O1- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 8 1/8" 0 0 0 0 0 0 O1- 0'~ 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 ' 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # tt # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -5615. -5615. , m -5615. -3765. 3 3 0 0 3 5 2-Y -5615. -5615. . . -5615. -3765. 3 3 0 0 3 5 Job: 1780901 Mark: J20 10-15-98 11:20:17 Page 070 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 -335 .860 2 X 2 X .163 Mem T01 TO 2 T03 T04 TO 5 TO 6 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19111 0 -18722 0 -25292 0 -25292 0 -30624 0 -30624 0 -34001 1 -34001 1 -35423 1 -35423 1 -34001 1 -34001 1 -30624 0 -30624 0 -25292 0 -25292 0 -18722 0 .13 1. .00 -19111 0 LX KL/RX 33.1 53.4 33.0 53.2 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 33.0 53.2 094 33.1 30.3 LZ KL/RZ 33.1 83.8 33.0 83.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 33.0 83.5 623 1 33.1 53.2 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15279 15982 -14967 16035 -20220 21749 -20220 21749 -24482 21749 -24482 21749 -27182 24896 -27182 24896 -28319 24896 -28319 24896 -27182 24896 -27182 24896 -24482 21749 -24482 21749 -20220 21749 -20220 21749 -14967 16035 952 109. -6114 20613 +Moment -Moment 1915 -2759 1026 -2759 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1126 -2415 653 2.809 2052 -2415 fb FB 2226 27000 1192 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1309 27000 2.241 916 27000 FE CM 52442 .9126 52840 .9150 99901 .9190 99901 .9190 99901 .9020 99901 .9020 99901 .8912 99901 .8912 99901 .8866 99901 .8866 99901 .8912 99901 .8912 99901 .9020 99901 .9020 99901 .9190 99901 .9190 52840 .9150 2 X 2 X 2 X 2 X 162823 .9887 ARat BRat -.719 .076 -.702 .041 -.699 .000 -.699 .000 -.846 .000 -.846 .000 -.821 .000 -.821 .000 -.855 .000 -.855 .000 -.821 .000 -.821 .000 -,846 ' .000 -.846 .000 -,699 .000 -.699 .000 -.702 .045 .163 .250 -.223 .027 SRat .795 .742 .699 .699 .846 .846 .821 .821 .855 .855 .821 .821 .846 .846 .699 .699 .746 .250 Job: 1780901 Mark: J20 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:17 Page 071 .434 .176 11/2X1 1/2 X .155 B01 B02 B03 B04 BOB B06 B07 BOS 1 1 1 1 1 1 1 1 11893 0 18203 0 22557 0 24956 0 24956 0 22557 0 18203 0 11893 0 43.1 93.5 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48,0 104,1 43.1 93.5 43 146 48 162 48 162 48 162 48 162 48 162 48 162 43 146 .1 .4 .0 .9 .0 .9 .0 .9 .0 .9 .0 .9 .0 .9 .1 .4 43 39 96 86 96 86 96 86 96 86 96 86 96 86 43 39 .1 .0 .0 .8 .0 .8 .0 .8 .0 .8 .0 .8 .0 .8 .1 .0 13485 30000 20639 30000 25576 30000 28297 30000 28297 30000 25576 30000 20639 30000 13485 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 17065 .6839 13775 .4007 13775 .2573 13775 .1783 13775 .1783 13775 .2573 13775 .4007 17065 .6839 .450 .000 .688 .000 .853 .000 .943 .000 .943 .000 .853 .000 .688 .000 .450 .000 .450 .688 .853 .943 .943 .853 .688 .450 Summary of Joist Deflection Criteria (in, in""4, plf) I req.= 306.94 in4 I act.= 377.96 in4 W-L/360= 237.7 W-L/240= 356.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.62" Mem P01 PI 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 P15 P16 P17 SOI S02 S03 S04 505 Matl R875 R875 1515 1212 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1212 1515 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/4 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/4 X 1/2 X XIX XIX XIX XIX XIX 1 1/2 X 1 1/4 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/4 X 1 1/2 X .109 .109 .109 .109 .109 .155 .125 .138 .109 .109 .109 .109 .138 .125 .155 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11010. 11010. -5793. 5451. -4716. 3980. -3244. 2508. -1773. 1415. 1415. -1773. 2508. -3244. 3980. -4716. 5451. -5793. -1332. -1185. -1185. -1185. -1185. LX 49.17 49 30 32 32 32 32 32 32 32 32 32 32 32 32 32 32 30 27 24 24 24 24 .17 .02 .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 .02 .54 .50 .50 .50 .50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224 101 133 110 167 110 167 132 167 167 132 167 110 167 110 133 101 140 124 124 124 124 .80 .89 .38 .93 .07 .30 .07 .94 .07 .07 .94 .07 .30 .07 .93 .38 .89 .40 .89 .89 .89 .89 Weld 3.5 3.5 2.5 2.9 2.3 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.3 2.9 2.5 2.0 2.0 2.0 2.0 2.0 SRatio .678 .678 .921 .612 .984 .644 .840 .406 .805 .229 .229 .805 .406 .840 .644 .984 .612 .921 .853 .601 .601 .601 .601 Job: 1780901 Mark: J20 10-15-98 11:20:17 Page 072 S06 S07 S08 S09 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 1 1 1 1 1 1 1 1 -1185. -1185. -1185. -1332. 24.50 24.50 24.50 27.54 0 0 0 0 124.89 124.89 124.89 140.40 2.0 2.0 2.0 2.0 .601 .601 .601 .853 Job: 1780901 Mark: J21 10-15-98 11:20:21 Page 073 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J21 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.e-Fl-J-itlJ- i- : PP: : PP: . 2. 23. 21. 43. 1. 000 000 000 000 000 000 OAL: 39'- 3 7/8" BL: 39'- 3 7/8" WL: 38'-11 7/8" 16 @ 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 20.875 43.000 .875 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'- 7 7/8" Eff. Depth: 22.94 Support Locations: (Prom Left End Base Length) 1) 0'- 2" 2) 39'- 1 7/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 262 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 262 262 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 155 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 7 7/8" 0 0 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # l 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -5357 -5357 -5357 -3021 .6 .6 .0 .0 .6 .7 2-Y -5357 -5357 -5357 -3021 .6 .6 .0 .0 .6 .7 Job: 1780901 Mark: J21 10-15-98 11:20:21 Page 074 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 , .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 TO 5 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2016 2025 T20 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Pills -19166 0 -18766 0 -23341 0 -23341 0 -30440 0 -30440 0 -35346 1 -35346 1 -38059 1 -38059 1 -38055 1 -38055 1 -35336 1 -35336 1 -30425 0 -30425 0 -23320 0 -23320 0 -18767 0 .13 1. .00 -19166 0 LX KL/RX 21.0 33.8 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 20.9 33.6 094 21.0 19.2 LZ KL/RZ 21.0 53.1 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 20.9 52.8 623 1 21.0 33.7 LYY KL/RYY 36.0 29.3 '36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15322 20617 -15002 20617 -18660 21749 -18660 21749 -24335 21749 -24335 21749 -28257 24896 -28257 24896 -30426 24896 -30426 24896 -30423 24896 -30423 24896 -28250 24896 -28250 24896 -24323 21749 -24323 21749 -18643 21749 -18643 21749 -15004 20659 952 109. -6131 22956 +Moment -Moment 762 -984 273 -984 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 338 -923 653 2.809. 844 -782 fb FB 886 27000 317 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 393 27000 2.241 377 27000 FE CM 130483 .9648 130483 .9655 99901 .9253 99901 .9253 99901 .9026 99901 .9026 99901 .8869 99901 .8869 99901 .8782 99901 .8782 99901 .8782 99901 .8782 99901 .8869 99901 .8869 99901 .9026 99901 .9026 99901 .9254 99901 .9254 132050 .9659 2 X 2 X 2 X 2 X 405125 .9955 ARat BRat -.559 .027 -.547 .010 -.645 .000 -.645 .000 -.841 .000 -.841 .000 -.853 .000 -.853 .000 -.919 .000 -.919 .000 -.919 .000 -.919 .000 -.853 .000 -.853 .000 -.841 .000 -.841 .000 -.644 .000 -.644 .000 -.546 .012 .163 .250 -.201 .011 SRat .586 .557 .645 .645 .841 .841 .853 .853 .919 .919 .919 .919 .853 .853 .841 .841 .644 .644 .558 .212 Job: 1780901 1717 1.13 Mark: J21 .539 .344 1.136 1.000 106.999 10-15-98 11:20:21 Page 075 ,658 .264 13/4X1 3/4 X .170 B01 B02 B03 604 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 8970 0 17165 0 23167 0 26977 0 28592 0 26970 0 23155 0 17146 0 8946 0 25.0 46.4 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 24.9 46.1 25.0 72.6 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 24.9 72.3 73.0 60.4 73.0 60.4 120.0 99.3 120.0 99.3 120.0 99.3 111.9 92.5 111.9 92.5 73.0 60.4 73.0 60.4 7922 30000 15161 30000 20462 30000 23827 30000 25254 30000 23821 30000 20451 30000 15144 30000 7901 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 69500 .9544 18853 .6783 18853 .5659 18853 .4945 18853 .4642 18853 .4946 18853 .5661 18853 .6787 70200 .9550 .264 .000 .505 .000 .682 .000 .794 .000 .842 .000 .794 .000 .682 .000 .505 .000 .263 .000 .264 .505 .682 .794 .842 .794 .682 .505" .263 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 277.11 in4 I act.= 313.54 in4 W-L/360= 197.6 W-L/240= 296.4 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.85" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 PI 7 PI 8 PI 9 SOI Matl R875 R875 1212 1515 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1515 1212 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX 1/4 X 1/4 X XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/4 X XIX 1 1/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 1 1/4 1 1/4 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 1/4 .109 X X X X X X X X X X X X .125 .155 .138 .109 .109 .109 .109 .109 .109 .138 .155 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11015. 11015. -4925. 6409. -5651. 4893. -4134. 3376. -2618. 1859. -1531. -1531. 1863. -2621. 3380. -4138. 4897. -5655. 6413. -4925. -1590. LX 41.47 41.47 20.27 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.26 26.87 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189 82 99 99 149 98 149 118 149 118 118 149 118 149 98 149 99 99 82 136 .59 .49 .47 .19 .39 .63 .39 .87 .39 .87 .87 .39 .87 .39 .63 .39 .19 .47 .47 .95 Weld 3.3 3.3 2.6 2.8 2.7 3.0 2.5 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 3.0 2.7 2.8 2.6 2.0 SRatio .678 .678 .896 .484 .961 .791 .900 .546 .950 .301 .556 .556 .301 .952 .547 .901 .792 .962 .485 .896 .969 Job: 1780901 Mark: J21 10-15-98 11:20:21 Page 076 S02 303 S04 305 306 307 SOS 309 310 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1 1 1 1 1 1 1 1 X X X X X X X X X 1 1 1 1 1 1 1 1 1 X X X X X X X X X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1590. 20 20 20 20 20 20 20 20 26 .25 .25 .25 .25 .25 .25 .25 .25 .87 0 0 0 0 0 0 0 0 0 103 103 103 103 103 103 103 103 136 .22 .22 .22 .22 .22 .22 .22 .22 ,95 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .417 .417 .417 .417 .417 .417 .417 .417 .969 Job: 1780901 Mark: J22 10-15-98 11:20:24 Page 077 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J22 Req. by: ASE8 LOG: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 43.000 1.000 OAL: 39'- 4" BL: 39'- 4" WL: 39'- 0" 16 24.000 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'- 8" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 2" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 43.000 1.000 Eff. Depth: 22.94 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 262 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 262 262 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 155 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- O1- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .2 .2 .0 .0 .2 .1 -5358 -5358 -5358 -3022 .9 .9 .0 .0 .9 .5 -5358 -5358 -5358 -3022 .9 .9 .0 .0 .9 .5 Job: 1780901 Mark: J22 10-15-98 11:20:24 Page 078 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem TOl T02 TO 3 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2016 2025 T20 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19168 0 -18768 0 -23345 0 -23345 0 -30447 0 -30447 0 -35356 1 -35356 1 -38072 1 -38072 1 -38072 1 -38072 1 -35356 1 -35356 1 -30447 0 -30447 0 -23345 0 -23345 0 -18769 0 .13 1. .00 -19168 0 LX KL/RX 21.0 33.8 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.0 19.2 LZ KL/RZ 21.0 53.1 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.0 33.7 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa PA -15324 20617 -15004 20617 -18663 21749 -18663 21749 -24341 21749 -24341 21749 -28265 24896 -28265 24896 -30436 24896 -30436 24896 -30436 24896 -30436 24896 -28265 24896 -28265 24896 -24341 21749 -24341 21749 -18663 21749 -18663 21749 -15004 20617 952 109. -6132 22956 +Moment -Moment 762 -984 273 -984 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 345 -927 653 2.809 840 -793 fb FB 886 27000 317 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 400 27000 2.241 375 27000 FE CM 130483 .9648 130483 .9655 99901 .9253 99901 .9253 99901 .9025 99901 .9025 99901 .8868 99901 .8868 99901 .8781 99901 .8781 99901 .8781 99901 .8781 99901 .8868 99901 .8868 99901 .9025 99901 .9025 99901 .9253 99901 .9253 130483 .9655 2 X 2 X 2 X 2 X 405125 .9955 ARat BRat -.559 .027 -.547 .010 -.645 .000 -.645 .000 -.841 .000 -.841 .000 -.854 .000 -.854 .000 -.919 .000 -.919 .000 -.919 .000 -.919 .000 -.854 .000 -.854 .000 -.841 .000 -.841 .000 -.645 .000 -.645 .000 -.547 .012 .163 .250 -.201 .011 SRat .586 .557 .645 .645 .841 .841 .854 .854 .919 .919 .919 .919 .854 .854 .841 .841 .645 .645 .560 .212 Job: 1780901 Mark: J22 1717 1.13 .539 .344 1.136 1.000 106.999 10-15-98 11:20:24 Page 079 658 .264 1 3/4 X 1 3/4 X .170 B01 B02 B03 B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 8972 0 17170 0 23176 0 26988 0 28608 0 26988 0 23176 0 17170 0 8972 0 25.0 46.4 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 25.0 46.4 25.0 72.6 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 25.0 72.6 73.0 60.4 73.0 60.4 120.0 99.3 120.0 99.3 120.0 99.3 112.0 92.7 112.0 92.7 73.0 60.4 73.0 60.4 7925 30000 15165 30000 20470 30000 23837 30000 25267 30000 23837 30000 20470 30000 15165 30000 7925 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 69500 .9544 18853 .6782 18853 .5657 18853 .4943 18853 .4639 18853 .4943 18853 .5657 18853 .6782 69500 .9544 .264 .000 .506 .000 .682 .000 .795 .000 .842 .000 .795 .000 .682 .000 .506 .000 .264 .000 .264 .506 .682 .795 .842 .795 .682 .506' .264 Summary of Joist Deflection Criteria (in, in"*4, plf) I req.= 277.34 in4 I act.= 313.54 in4 W-L/360= 197.5 W-L/240= 296.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.85" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 PI 7 P18 PI 9 SOI Matl R875 R875 1212 1515 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1515 1212 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/4 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X 1 X 1 X .109 1 1/2 X 1 1/2 X 1 X 1 X .109 1 1/4 X 1 1/4 X 1 X 1 X .109 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 X 1 X .109 1 1/4 X 1 1/4 X 1 X 1 X .109 1 1/2 X 1 1/2 X 1 X 1 X .109 1 1/2 X 1 1/2 X 11/2X1 1/2 X 1 1/4 X 1 1/4 X 1 X 1 X .109 .125 .155 .138 .109 .109 .109 .109 .109 .109 .138 .155 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11018. 11018. -4926. 6411. -5653. 4895. -4136. 3378. -2620. 1861. -1531. -1531. 1861. -2620. 3378. -4136. 4895. -5653. 6411. -4926. -1590. LX 41.47 41.47 20.27 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.27 26.87 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189.59 82.49 99.47 99.19 149.39 98.63 149.39 118.87 149.39 118.87 118.87 149.39 118.87 149.39 98.63 149.39 99.19 99.47 82.49 136.95 Weld 3.3 3.3 2.6 2.8 2.7 3.0 2.5 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 3.0 2.7 2.8 2.6 2.0 SRatio .679 .679 .896 .485 .962 .792 .901 .546 .951 .301 .556 .556 .301 .951 .546 .901 .792 .962 .485 .896 .969 Job: 1780901 Mark: J22 10-15-98 11:20:24 Page 080 S02 S03 SQ4 SOS 506 S07 808 S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1590. 20.25 20.25 20.25 20.25 20.25 20.25 20.25 20.25 26.87 0 0 0 0 0 0 0 0 0 103.22 103.22 103.22 103.22 103.22 103.22 103.22 103.22 136.95 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .417 .417 .417 .417 .417 .417 .417 .417 .969 Job: 1780901 Mark: J23 10-15-98 11:20:28 Page 081 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J23 Req. by: ASE8 LOG: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 43.000 1.125 OAL: 39'- 4 1/8" BL: 39'- 4 1/8" WL: 39'- 0 1/8" 16 24.000 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 2 1/8" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 43.000 1.000 Eff. Depth: 22.94 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 262 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 262 262 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 155 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS Conv N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- O1- 0'- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -5360 -5360 -5360 -3023 .3 .3 .0 .0 .3 .3 2-Y -5360 -5360 -5360 -3023 .3 .3 .0 .0 .3 .3 Job: 1780901 Mark: J23 10-15-98 11:20:28 Page 082 Matl Area RX RZ RYY Q Cc SXS SXI» Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2016 2025 T20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Pills -19168 0 -18770 0 -23370 0 -23370 0 -30469 0 -30469 0 -35375 1 -35375 1 -38088 1 -38088 1 -38084 1 -38084 1 -35365 1 -35365 1 -30454 0 -30454 0 -23349 0 -23349 0 -18771 0 .13 1. .00 -19171 0 LX KL/RX 21.1 34.0 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.0 19.2 LZ KL/RZ 21.1 53.5 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.0 33.7 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15324 20575 -15005 20617 -18683 21749 -18683 21749 -24359 21749 -24359 21749 -28281 24896 -28281 24896 -30450 24896 -30450 24896 -30446 24896 -30446 24896 -28273 24896 -28273 24896 -24346 21749 -24346 21749 -18666 21749 -18667 21749 -15006 20617 952 109. -6133 22956 -t-Moment -Moment 772 -992 270 -992 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 345 -927 653 2.809 840 -793 fb FB 898 27000 314 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 400 27000 2.241 375 27000 FE CM 128943 .9643 130483 .9655 99901 .9252 99901 .9252 99901 .9025 99901 .9025 99901 .8868 99901 .8868 99901 .8781 99901 .8781 99901 .8781 99901 .8781 99901 .8868 99901 .8868 99901 .9025 99901 .9025 99901 .9253 99901 .9253 130483 .9655 2 X 2 X 2 X 2 X 405125 .9955 ARat BRat -.560 .028 -.547 .010 -.646 .000 -.646 .000 -.842 .000 -.842 .000 -.854 .000 -.854 .000 -.920 .000 -.920 .000 -.919 .000 -.919 .000 -.854 .000 -.854 .000 - .842 .000 -.842 .000 -.645 .000 -.645 .000 -.547 .012 .163 .250 -.201 .011 SRat .588 .557 .646 .646 .842 .842 .854 .854 .920 .920 .919 .919 .854 .854 .842 .842 .645 .645 .560 .212 Job: 1780901 1717 1.13 Mark: J23 .539 ,344 1.136 1.000 106.999 10-15-98 11:20:28 Page 083 .658 .264 1 3/4 X 1 3/4 X .170 B01 B02 B03 B04 BOS B06 B07 BO 8 B09 1 1 1 l 1 1 1 1 1 Summary 8999 0 17194 0 23197 0 27006 0 28621 0 26999 0 23184 0 17176 0 8975 0 of Joist 25.1 46.6 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 25.0 46.4 25.1 73.0 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 25.0 72.6 Deflection 73.1 60.5 73.1 60.5 120.0 99.3 120.0 99.3 120.0 99.3 111.9 92.5 111.9 92.5 73.1 60.5 73.1 60.5 Criteria 7948 30000 15187 30000 20488 30000 23853 30000 25279 30000 23847 30000 20477 30000 15170 30000 7927 30000 (in, in*4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 68810 .9538 18853 .6778 18853 .5653 18853 .4939 18853 .4637 18853 .4941 18853 .5656 18853 .6781 69500 .9544 .265 .000 .506 .000 .683 .000 .795 .000 .843 .000 ,795 .000 .683 .000 .506 .000 .264 .000 .265 .506 .683 .795 .843 .795 .683 .506 .264 I req.=. 277.56 in4 I act.= 313.54 in4 W-L/360= 197.3 W-L/240= 296.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.85" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 P15 P16 P17 P18 P19 SOI Matl R875 R875 1212 1515 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1515 1212 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/4 X 1 X 1 X 1 1/4 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 1 1/4 X 1 1/4 X .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 1/4 X .109 .125 .155 .138 .109 .109 .109 .109 .109 .109 .138 .155 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11018. 11021. -4926. 6409. -5651. 4893. -4134. 3376. -2618. 1859. -1531. -1531. 1863. -2622. 3380. -4138. 4897. -5655. 6413. -4927. -1586. LX 41.47 41.47 20.27 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.27 26.79 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189.59 82.51 99.47 99.19 149.39 98.63 149.39 118.87 149.39 118.87 118.87 149.39 118.87 149.39 98.63 149.39 99.19 99.47 82.49 136.58 Weld 3.3 3.3 2.6 2.8 2.7 3.0 2.5 . 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 3.0 2.7 2.8 2.6 2.0 SRatio .679 .679 .897 .484 .961 .791 .900 .546 .950 .301 .556 .556 .301 .952 .547 .901 .792 .962 .485 .897 .961 Job: 1780901 Mark: J23 10-15-98 11:20:28 Page 084 S02 S03 S04 SOS S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. ' -1590. 20.25 20.25 20.25 20.25 20.25 20.25 20.25 20.25 26.87 0 0 0 0 0 0 0 0 0 103 103 103 103 103 103 103 103 136 .22 .22 .22 .22 .22 .22 .22 .22 .95 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .417 .417 .417 .417 .417 .417 .417 .417 .969 Job: 1780901 Mark: J24 10-15-98 11:20:31 Page 085 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J24 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 20.875 43.000 .875 OAL: 39'- 3 5/8" BL: 39'- 3 5/8" WL: 38'-ll 5/8" 16 ® 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 22.875 20.875 43.000 .750 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge ® 19'- 7 6/8" Eff. Depth: 22.94 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 1 5/8" Joist Loading {ft, Ibs, & ft*lbs) LC 1 4 U. Load 262 0 Stress 1.00 1.33 Def lee 240.00 .00 LC 2 5 U. Load 262 262 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 156 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # ft ft # # 1 2 3 4 5 6 .2 .2 .0 .0 .2 .1 -5354 -5354 -5354 -3039 .9 .9 .0 .0 .9 .5 -5354 -5354 -5354 -3039 .9 .9 .0 .0 .9 .5 Job: 1780901 Mark: J24 10-15-98 11:20:31 Page 086 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 TO 3 T04 TO 5 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2016 2025 T20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19161 0 -18762 0 -23312 0 -23312 0 -30411 0 -30411 0 -35317 1 -35317 1 -38030 1 -38030 1 -38026 1 -38026 1 -35307 1 -35307 1 -30395 0 -30395 0 -23291 0 -23291 0 -18764 0 .13 1. .00 -19163 0 LX KL/RX 21.0 33.8 20.9 33.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 20.9 33.6 094 20.9 19.1 LZ KL/RZ 21.0 53.1 20.9 52.8 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 20.9 52.8 623 1 20.9 33.5 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15318 20617 -14999 20659 -18637 21749 -18637 21749 -24312 21749 -24312 21749 -28234 24896 -28234 24896 -30403 24896 -30403 24896 -30400 24896 -30400 24896 -28226 24896 -28226 24896 -24300 21749 -24300 21749 -18620 21749 -18620 21749 -15000 20659 952 109. -6131 22977 +Moment -Moment 764 -979 264 -979 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 339 -923 653 2.809 831 -780 fb FB 888 27000 307 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 394 27000 2.241 371 27000 FE CM 130483 .9648 132050 .9659 99901 .9254 99901 .9254 99901 .9027 99901 .9027 99901 .8870 99901 .8870 99901 .8783 99901 .8783 99901 .8783 99901 .8783 99901 .8870 99901 .8870 99901 .9027 99901 .9027 99901 .9254 99901 .9254 132050 .9659 2 X 2 X 2 X 2 X 409991 .9955 ARat BRat -.559 .027 -.546 .009 -.644 .000 -.644 .000 -.840 .000 -.840 .000 -.853 .000 -.853 .000 -.918 .000 -.918 .000 -.918 .000 -.918 .000 -.852 .000 -.852 .000 -.840 .000 -.840 .000 -.644 .000 -.644 .000 -.546 .012 .163 .250 -.201 .011 SRat .586 .555 .644 .644 .840 .840 .853 .853 .918 .918 .918 .918 .852 .852 . .840 .840 .644 .644 .558 .212 Job: 1780901 Mark: J24 1717 1.13 .539 .344 1.136 1.000 106.999 10-15-98 11:20:31 Page 087 ,658 .264 1 3/4 X 1 3/4 X .170 B01 B02 B03 B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 8941 0 17136 0 23138 0 26943 0 28563 0 26941 0 23125 0 17117 0 8916 0 24.9 46.1 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 24.8 45.9 24.9 72.3 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 24.8 71.9 72.9 60.3 72.9 60.3 120.0 99.3 120.0 99.3 120.0 99.3 111.9 92.5 111.9 92.5 72.9 60.3 72.9 60.3 7897 30000 15135 30000 20436 30000 23801 30000 25228 30000 23795 30000 20425 30000 15119 30000 7875 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 70200 .9550 18853 .6789 18853 .5664 18853 .4950 18853 .4647 18853 .4951 18853 .5666 18853 .6792 70911 .9556 .263 .000 .504 .000 .681 .000 .793 .000 .841 .000 .793 .000 .681 .000 .504 .000 .263 .000 .263 .504 .681 .793 .841 .793 .681 .504 .263 Summary of Joist Deflection Criteria (in, inA4, plf) I reg.= 276.67 in4 I act.= 313.54 in4 W-L/360= 197.9 W-L/240= 296.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection * 1.85" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 PIS P16 P17 P18 PI 9 SOI Matl R875 R875 1212 1515 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1515 1212 1010 Description 7/8 RD 7/8 RD 11/4X1 1/4 X 11/2X1 1/2 X 11/2X1 1/2 X 1 X 1 X .109 1 1/2 X 1 1/2 X 1 X 1 X .109 11/4X1 1/4 X 1 X 1 X .109 11/4X1 1/4 X 11/4X1 1/4 X 1 X 1 X .109 11/4X1 1/4 X 1 X 1 X .109 11/2X1 1/2 X 1 X 1 X .109 11/2X1 1/2 X 1 1/2 X 1 1/2 X 11/4X1 1/4 X 1 X 1 X .109 .125 .155 .138 .109 .109 .109 .109 .109 .109 .138 .155 .125 ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11009. 11012. -4922. 6409. -5651. 4893. -4134. 3376. -2618. 1859. -1531. -1531. 1863. -2621. 3380. -4138. 4897. -5655. 6413. -4924. -1590. LX 41.47 41.47 20.26 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 20.26 26.87 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189.59 82.47 99.47 99.19 149.39 98.63 149.39 118.87 149.39 118.87 118.87 149.39 118.87 149.39 98.63 149.39 99.19 99.47 82.45 136.95 Weld 3.3 3.3 2.6 2.8 2.7 3.0 2.5 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 3.0 2.7 2.8 2.6 2.0 SRatio .678 .678 .895 .484 .961 .791 .900 .546 .950 .301 .556 .556 .301 .952 .547 .901 .792 .962 .485 .896 .969 Job: 1780901 Mark: J24 10-15-98 11:20:31 Page 088 S02 S03 S04 SOS S06 S07 SOS 809 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1594. 20 20 20 20 20 20 20 20 26 .25 .25 .25 .25 .25 .25 .25 .25 .94 0 0 0 0 0 0 0 0 0 103 103 103 103 103 103 103 103 137 .22 .22 .22 .22 .22 .22 .22 .22 .32 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .417 .417 .417 .417 .417 .417 .417 .417 .976 Job: 1780901 Mark: J2S 10-15-98 11:20:35 Page 089 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J25 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: .000 TC WP: 2.000 TC EndP: 23.000 TC 1st PP: 20.875 BC EndP: 43.000 BC 1st PP: .875 OAL: 39'- 3 5/8" BL: 39'- 3 5/8" WL: 38'-ll 5/8" 16 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 22.875 20.875 43.000 .750 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 19'- 7 6/8" Eff. Depth: 22.94 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 1 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 262 1.00 240.00 2 262 4 0 1.33 .00 5 262 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 156 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1058 1058 500 0'- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # tt # # # tt 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -5354 -5354 -5354 -3039 .9 .9 .0 .0 .9 .5 2-Y -5354 -5354 -5354 -3039 .9 .9 .0 .0 .9 .5 Job: 1780901 Mark: J25 10-15-98 11:20:35 Page 090 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 TO 5 TO 6 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2016 2025 T20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19161 0 -18762 0 -23312 0 -23312 0 -30411 0 -30411 0 -35317 1 -35317 1 -38030 1 -38030 1 -38026 1 -38026 1 -35307 1 -35307 1 -30395 0 -30395 0 -23291 0 -23291 0 -18764 0 .13 1. .00 -19163 0 LX KL/RX 21.0 33.8 20.9 33.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 20.9 33.6 094 20.9 19.1 LZ KL/RZ 21.0 53.1 20.9 52.8 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 20.9 52.8 623 1 20.9 33.5 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15318 20617 -14999 20659 -18637 21749 -18637 21749 -24312 21749 -24312 21749 -23234 24896 -28234 24896 -30403 24896 -30403 24896 -30400 24896 -30400 24896 -28226 24896 -28226 24896 -24300 21749 -24300 21749 -18620 21749 -18620 21749 -15000 20659 952 109. -6131 22977 +Moment -Moment 764 -979 264 -979 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 339 -923 653 2.809 831 -780 fb FB 888 27000 307 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 394 27000 2.241 371 27000 FE CM 130483 .9648 132050 .9659 99901 .9254 99901 .9254 99901 .9027 99901 .9027 99901 .8870 99901 .8870 99901 .8783 99901 .8783 99901 .8783 99901 .8783 99901 .8870 99901 .8870 99901 .9027 99901 .9027 99901 .9254 99901 .9254 132050 .9659 2 X 2 X 2 X 2 X 409991 .9955 ARat BRat -.559 .027 -.546 .009 -.644 .000 -.644 .000 -.840 .000 -.840 .000 -.853 .000 -.853 .000 -.918 .000 -.918 .000 -.918 .000 -.918 .000 -.852 .000 -.852 .000 -.840 .000 -.840 .000 -.644 .000 -.644 .000 -.546 .012 .163 .250 -.201 .011 SRat .586 .555 .644 .644 .840 .840 .853 .853 .918 .918 .918 .918 .852 .852 .840 .840 .644 .644 .558 .212 Job: 1780901 1717 1.13 Mark: J25 .539 .344 1.136 1.000 106.999 10-15-98 11:20:35 Page 091 658 .264 1 3/4 X 1 3/4 X .170 B01 B02 803 B04 BOS B06 B07 BOS BOS 1 1 1 1 1 1 1 1 1 Summary 8941 0 17136 0 23138 0 26948 0 28563 0 26941 0 23125 0 17117 0 8916 0 of Joist 24.9 46.1 48.0 89.0 48.0 89.0 43.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 48.0 89.0 24.8 45.9 24.9 72.3 48). 0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 48.0 139.4 24.8 71.9 Deflection 72.9 60.3 72.9 60.3 120.0 99.3 120.0 99.3 120.0 99.3 111.9 92.5 111.9 92.5 72.9 60.3 72.9 60.3 Criteria 7897 30000 15135 30000 20436 30000 23801 30000 25228 30000 23795 30000 20425 30000 15119 30000 7875 30000 (in, in*4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 70200 .9550 18853 .6789 18853 .5664 18853 ,4950 18853 .4647 18853 .4951 18853 .5666 18853 .6792 70911 .9556 .263 .000 .504 .000 .681 .000 .793 .000 .841 .000 .793 .000 .681 .000 .504 .000 .263 .000 .263 .504 .681 .79'3 .841 .793 .681 .504 .263 I req.= 276.67 in4 I act.= 313.54 in4 W-L/360= 197.9 W-L/240= 296.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.85" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PIS P16 P17 P18 P19 SOI Matl R875 R875 1212 1515 1513 1010 1510 1010 1210 1010 1210 1210 1010 1210 1010 1510 1010 1513 1515 1212 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX 1/4 X 1/4 X XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1/4 X XIX 1 1/4 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 1 1/4 X 1 1/4 X .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 1/4 X .109 .125 .155 .138 .109 .109 .109 .109 .109 .109 .138 .155 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11009- 11012. -4922. 6409. -5651. 4893. -4134. 3376. -2618. 1859. -1531. -1531. 1863. -2621. 3380. -4138. 4897. -56S5. 6413. -4924. -1590- LX 41.47 41.47 20.26 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29.31 29,31 29.31 29.31 20.26 26.87 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 189.59 189.59 82.47 99-47 99.19 149,39 98.63 149.39 118,87 149,39 118.87 118.87 149.39 118,87 149.39 98,63 149.39 99,19 99.47 82.45 136.95 Weld 3.3 3.3 2.6 2.8 2.7 3.0 2.5 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.5 3.0 2.7 2.8 2.6 2.0 SRatio .678 .678 .895 .484 .961 .791 .900 .546 .950 .301 .556 .556 .301 .952 .547 .901 .792 .962 .485 .896 .969 Job: 1780901 Mark: J25 10-15-98 11:20:35 Page 092 S02 S03 S04 SOS S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1198. -1594. 20 20 20 20 20 20 20 20 26 .25 .25 .25 .25 .25 .25 .25 .25 .94 0 0 0 0 0 0 0 0 0 103 103 103 103 103 103 103 103 137 .22 .22 .22 .22 .22 .22 .22 .22 .32 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .417 .417 .417 .417 .417 .417 .417 .417 .976 Job: 1780901 Mark: J26 10-15-98 11:20:39 Page 093 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J26 Req. by: ASE8 LOG: CARLSBAD Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 35.125 33.000 49.000 19.125 OAL: 39'- 4 1/8" BL: 39'- 4 1/8" WL: 39'- 0 1/8" 14 24.000 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28.000 Ridge @ 19'- 8" Support Locations: (From Left End Base Length) 1) O1- 2" 2) 39'- 2 1/8" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 35.000 33.000 49.000 19.000 Eff. Depth: 27.01 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 275 1.00 240.00 2 275 4 0 1.33 .00 5 275 Type Ref-pt Orient Load Distance Stress Deflec LC l.OO .00 3 1.33 .00 6 U. Load Stress Deflec 0 1.33 .00 193 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb Sec Web TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1102 1102 500 0'- 0'- 0'- 0'- 0'- 19'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -5613 -5613 -5613 -3764 .9 .9 .0 .0 .9 .5 2-Y -5613. -5613. . . -5613. -3764. 9 9 0 0 9 5 Job: 1780901 Mark: J26 10-15-98 11:20:39 Page 094 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC i 1 TOl T02 TO 3 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -19109 0 -18720 0 -25287 0 -25287 0 -30617 0 -30617 0 -33991 1 -33991 1 -35409 1 -35409 1 -33985 1 -33985 1 -30605 0 -30605 0 -25271 0 -25271 0 -18719 0 .13 1. .00 -19112 0 LX KL/RX 33.1 53.4 33.0 53.2 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 33.0 53.2 094 33.0 30.2 LZ KL/RZ 33.1 83.8 33.0 83.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 33.0 83.5 623 1 33.0 53.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -15277 15982 -14965 16035 -20216 21749 -20216 21749 -24476 21749 -24476 21749 -27174 24896 -27174 24896 -28308 24896 -28308 24896 -27169 24896 -27169 24896 -24467 21749 -24467 21749 -20203 21749 -20203 21749 -14965 16035 952 109. -6114 20640 +Moment -Moment 1915 -2759 1026 -2759 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1127 -2411 653 2.809 2030 -2411 fb FB 2226 27000 1192 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1311 27000 2.241 906 27000 FE CM 52442 .9126 52840 .9150 99901 .9191 99901 .9191 99901 .9020 99901 .9020 99901 .8912 99901 .8912 99901 .8867 99901 .8867 99901 .8912 99901 .8912 99901 .9020 99901 .9020 99901 .9191 99901 .9191 52840 .9150 2 X 2 X 2 X 2 X 164059 .9888 ARat BRat -.719 .076 -.702 .041 -.699 .000 -.699 .000 -.846 .000 -.846 .000 -.821 .000 -.821 .000 -.855 .000 -.855 .000 -.821 .000 -.821 .000 -.846 .000 -.846 .000 -.698 .000 -.698 .000 -.702 .045 .163 .250 -.223 .027 SRat .795 .742 .699 .699 .846 .846 .821 .821 .855 .855 .821 .821 .846 .846 .698 .698 .746 .250 Job: 1780901 Mark: J26 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:39 Page 095 .434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 11890 0 18197 0 22548 0 24945 0 24941 0 22539 0 18183 0 11871 0 43.1 93.5 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 43.0 93.3 43.1 146.4 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 43.0 145.9 43.1 39.0 96.0 86.8 96.0 86.8 96.0 86.8 96.0 86.8 96.0 86.8 96.0 86.8 43.1 39.0 13481 30000 20632 30000 25566 30000 28284 30000 28280 30000 25556 30000 20616 30000 13460 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 17065 .6840 13775 .4009 13775 .2576 13775 .1787 13775 .1788 13775 .2579 13775 .4013 17165 .6863 .449 .000 .688 .000 .852 .000 .943 .000 .943 .000 .852 .000 .687 .000 .449 .000 .449 .688 .852 .943 .943 .852 .687 .449 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 306.69 in4 I act.= 377.96 in4 W-L/360= 237.8 W-L/240= 356.8 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.97" Actual Deflection = 1.62" Mem POl P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 PI 3 P14 PI 5 PI 6 PI 7 SOI S02 S03 S04 SOS Matl R875 R875 1515 1212 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1212 1515 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/2 X 1 1/4 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/4 X 1 1/2 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/2 X 1 1/4 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X .109 .109 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/4 X 1 1/2 X .109 .109 .109 .109 .109 .155 .125 .138 .109 .109 .109 .109 .138 .125 .155 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11008. 11010. -5792. 5450. -4714. 3978. -3242. 2506. -1771. 1474. 1474. -1774. 2510. -3246. 3982. -4718. 5453. -5783. -1382. -1229. -1229. -1229. -1229. LX 49.17 49.17 30.02 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 29.96 27.54 24.50 24.50 24.50 24.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224.80 101.89 133.38 110.93 167.07 110.30 167.07 132.94 167.07 167.07 132.94 167.07 110.30 167.07 110.93 133.38 101.67 140.40 124.89 124.89 124.89 124.89 Weld 3.5 3.5 2.5 2.9 2.3 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.3 2.9 2.5 2.0 2.0 2.0 2.0 2.0 SRatio .678 .678 .921 .612 .983 .643 .839 .405 .804 .238 .238 .806 .406 .840 .644 .984 .612 .916 .885 .623 .623 .623 .623 Job: 1780901 Mark: J26 10-15-98 11:20:39 Page 096 306 1010 1 X 1 X .109 S07 1010 1 X 1 X .109 SOS 1010 1 X 1 X .109 S09 1010 1 X 1 X .109 1 1 1 1 1 1 1 1 -1229. -1229. -1229. -1384. 24. 24. 24. 27. 50 50 50 60 0 0 0 0 124 124 124 140 .89 .89 .89 .67 2 2 2 2 .0 .0 .0 .0 .623 .623 .623 .890 Job: 1780901 Mark: J40 10-15-98 11:20:42 Page 097 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J40 Req. by: ASE8 LOG: CARLSBAD Left TC X: TC WP: TC EndP: TC 1st PP: EC EndP: BC 1st PP: 4.000 2.000 20.000 18.000 36.000 2.000 OAL: BL: WL: 6'- 8' 61- 4' 6'- 0' 0 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge @ 3'- 2' Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 61- 2" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 20.000 18.000 36.000 2.000 Eff. Depth: 19.09 Joist Loading {ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 550 1.00 240.00 2 550 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 550 1.33 .00 6 550 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1060 1060 500 O1- 0'- 0'- 0'- 0'- 3'- 0" 0" 0" 0" 0" 2" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # ft ft ft ft ft 1 2 3 4 5 6 1-X .0 .0 .0 .0 .0 .0 1-Y -2037 -2037 -2037 -1787 .5 .5 .0 .0 .5 .5 2-Y -1900 -1900 -1900 -1650 .0 .0 .0 .0 .0 .0 Job: 1780901 Matl Area RX Mat2 Depth Mark: J40 RZ RYY Q 10-15-98 11:20:42 Page 098 Cc SXS SXL Description 2016 1.88 1.166 .586 1.138 .905 112.473 1.386 1.996 2 X 2 X .163 1510 3.13 11/2X1 1/2 X .109 Mem LC T01 5 2016 1. T02 5 T03 5 T04 5 T05 5 1510 B01 1 Summary Force Fills 10000 0 25 -12649 0 -11958 0 -11958 0 -12649 0 63 2027 0 LX KL/RX 6. 5. 621 18. 29. 18. 29. 18. 29. 18. 29. 467 4. 8. 0 1 • 0 0 0 0 0 0 0 0 • 0 6 LZ KL/RZ 6.0 10.2 395 1. 18.0 45.6 18.0 45.6 18.0 45.6 18.0 45.6 297 1. 4.0 13.5 of Joist Deflection LYY KL/RYY 36.0 31.6 229 .952 36.0 29.3 36.0 29.3 36.0 29.3 fa FA 5316 30000 109. 10112 21588 -9560 21588 -9560 21588 36.0 -10112 29.3 028 .905 2.0 1.8 Criteria 21588 112. 3217 30000 (in, ^Moment -Moment 0 -825 653 .335 769 -1370 613 -1370 515 -1576 1152 -1576 473 .332 0 0 inA4, plf) fb FB -413 30000 .860 -4092 27000 -4092 27000 -4709 27000 -4709 27000 .127 0 30000 FE CM 5635958 .9996 2 X 2 X 177602 .9829 177602 .9839 177602 .9839 177602 .9829 1 1/2 X 2039486 .9994 ARat BRat .133 -.010 .163 -.282 -.114 -.266 -.114 -.266 -.131 -.282 -.131 1 1/2 X .107 .000 SRat .144 .396 .380 .397 .413 .109 .107 I req.= 3.18 in4 I act.= 223.89 in4 W-L/360~38723.6 W-L/240=58085.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = .32" Actual Deflection = .02" Mem P01 P04 P02 P03 SOI S02 Matl R875 R875 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 # 1 1 1 1 1 1 LC 1 1 1 1 1 1 Force 3549. 3549. -1066. -1066. -1400. -1400. LX 33.11 33.11 16.30 16.30 21.15 21.15 B 0 0 0 0 0 0 L/R 151.36 151.36 83.08 83.08 107.82 107.82 Weld l.l l.l 2.0 2.0 2.0 2.0 SRatio .219 .219 .281 .281 .529 .529 Job: 1780901 Mark: J41 10-15-98 11:20:44 Page 099 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J41 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC-EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 20.000 17.875 36.000 1.875 OAL: 14'- 7 6/8" BL: 14'- 3 6/8" WL: 13'-11 6/8" 4 ® 24.000 TC TC TC TC BC BC X: WP: EndP 1st EndP 1st r-i-Ly iii_ : PP: : PP: 2 20 17 36 1 .000 .000 .000 .875 .000 .875 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge @ 7'- 1 7/8" Eff. Depth: 19.02 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 14'- 1 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 550 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 550 550 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 550 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1060 1060 500 O1- 0'- 0'- 0'- 0'- 7'- 0" 0" 0" 0" 0" 1 7/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .0 .0 .0 .0 .0 .0 1-Y -4231 -4231 -4231 -3981 .8 .8 .0 .0 .8 .8 2-Y -4094 -4094 -4094 -3844 .3 .3 .0 .0 .3 .3 Job: 1780901 Matl Area - RX Mat2 Depth Mark: J41 RZ RYY Q 10-15-98 11:20:44 Page 100 Cc SXS SXL Description 2016 1.88 1.166 -586 1.138 .905 112.473 1.386 1.996 2 X 2 X .163 1510 3.13 1 1/2 X 1 1/2 X .109 Mem LC Force LX Fills KL/RX T01 5 2016 1. T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 1510 B01 1 B02 1 10000 0 25 .621 -16580 0 -15889 0 -18567 1 -18567 1 -18567 1 -18567 1 -15889 0 -16580 0 6.0 5.1 LZ KL/RZ 6.0 10.2 .395 1. 18.0 29.0 17.9 28.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 17.9 28.8 18.0 29.0 63 .467 6170 0 9577 25.9 55.4 48.0 0 102.7 B03 1 Summary 6170 0 of Joist 25.9 55.4 18.0 45.6 17.9 45.2 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 17.9 45.2 18.0 45.6 297 1. 25.9 87.1 48.0 161.5 25.9 87.1 Deflection LYY KL/RYY 36 31 229 36 29 36 29 36 29 36 29 36 29 36 29 36 29 36 29 028 53 49 53 49 41 38 .0 .6 .952 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 fa +Moment FA -Moment 5316 30000 109.653 13255 21588 12702 21627 14844 24896 14844 24896 14844 24896 14844 24896 12702 21627 13255 21588 .905 112.473 .9 .3 .9 .3 .9 .3 Criteria 9791 30000 15195 30000 9791 30000 (in, inA 0 -825 .335 848 -1201 366 -1749 0 0 0 0 0 0 0 0 274 -1698 1214 -1420 .332 0 0 0 0 0 0 4, plf) fb FB -413 30000 .860 986 27000 -5224 27000 0 30000 0 30000 0 30000 0 30000 -5073 27000 1411 27000 .127 0 30000 0 30000 0 30000 FE CM 5635958 .9996 2 X 2 X 177602 .9776 180094 .9788 99901 .9406 99901 .9406 99901 .9406 99901 .9406 180094 .9788 177602 .9776 1 1/2 X 48739 .9196 14163 .5709 48739 .9196 ARat BRat ,133 -.010 .163 -.462 .030 -.354 -.145 -.448 .000 -.448 .000 -.448 .000 -.448 .000 -.354 -.141 -.462 .043 1 1/2 X .326 .000 .507 .000 .326 .000 SRat .144 .492 .499 .448 .448 .448 .448 .495 .504 .109 .326 .507 .326 I req.= 40.22 in4 I act.= 152.30 in4 W-L/360= 2082.8 W-L/240= 3124.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = .72" Actual Deflection s .20" Job: 1780901 Mark: J41 10-15-98 11:20:44 Page 101 Mem P01 P08 P02 P03 P04 P05 P06 P07 SOI 802 S03 S04 Matl R875 R875 1010 1010 1210 1210 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 X 1 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 1 1/4 X .109 1 1/4 X .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 ' 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 Force 8052. 8052. -3125. 3461. -1706. -1706. 3461. -3125. -1441. -1143. -1143. -1441. LX 33.79 33.79 16.58 26.56 26.56 26.56 26.56 16.58 21.56 16.50 16.50 21.56 B 0 0 0 0 0 0 0 0 0 0 0 0 L/R 154.47 154.47 84.52 135.40 107.73 107.73 135.40 84.52 109.90 84.11 84.11 109.90 Weld 3.7 3.7 2.0 2.1 2.0 2.0 2.1 2.0 2.0 2.0 2.0 2.0 SRatio .496 .496 .838 .560 .509 .509 .560 .838 .565 .305 .305 .565 Job: 1780901 Mark: J42 10-15-98 11:20:47 Page 102 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J42 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC _- Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 20.000 17.875 36.000 1.875 OAL: 22'- 7 5/8" BL: 22'- 3 5/8" WL: 21'-11 5/8" 8 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge ® 11 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 22'- 1 5/8" Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 19.875 17.875 36.000 1.750 - 1 6/8" Eff. Depth: 19.02 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 501 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 501 501 Stress Deflec LC U. Load 1.00 ' .00 3 0 1.33 .00 6 443 Stress Deflec 1.33 .00 1.00 360-00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV- N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1060 1060 500 0'- 0'- 0'- 0'- 0'- 11'- 0" 0" 0" 0" 0" 1 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .0 .0 .0 .0 .0 .0 -5878.4 -5878.4 .0 .0 -5878.4 -4976.8 -5753.2 -5753.2 .0 .0 -5753.2 -4866.1 Job: 1780901 Matl Area RX Mat2 Depth 2016 1.88 1.166 1510 3.13 Mark: J42 RZ RYY .586 1.138 10-15-98 11:20:47 Page 103 Q cc SXS SXL Description 905 112.473 1.386 1.996 2 X 2 X .163 1 1/2 X 1 1/2 X .109 Mem TOl 2016 T02 T03 T04 TO 5 TO 6 T07 T08 T09 T10 Til T12 T13 LC 5 1. 5 5 5 5 5 5 5 5 5 5 5 5 1512 B01 B02 B03 B04 B05 1 1 1 1 1 Summary Force Fills 10000 0 LX KL/RX 6.0 5.1 LZ KL/RZ 6.0 10.2 25 .621 .395 1. -19613 0 -18983 0 -24177 0 -24177 0 -29859 1 -29859 1 -29850 1 -29850 1 -24155 0 -24155 0 -18985 0 -19618 0 71 9439 0 17650 0 20801 0 17635 0 9411 0 18.0 29.0 17.9 28.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 17.9 28.8 17.9 28.8 465 25.9 55.6 48.0 103.1 48.0 103.1 48.0 103.1 25.8 55.3 18.0 45.6 17.9 45.2 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 17.9 45.2 17.9 45.2 296 1. 25.9 87.3 48.0 162.0 48.0 162.0 48.0 162.0 25.8 86.9 of Joist Deflection LYY KL/RYY 36.0 31.6 229 . 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 031 . 54.0 49.2 87.6 79.9 87.6 79.9 87.6 79.9 50.0 45.6 fa FA 5316 30000 +Moment -Moment 0 -752 952 109.653 .335 -15680 21588 -15176 21627 -19328 21749 -19328 21749 -23871 24896 -23871 24896 -23864 24896 -23864 24896 -19311 21749 -19311 21749 -15177 21627 -15683 21627 955 109. 13337 30000 24938 30000 29391 30000 24918 30000 13298 30000 Criteria (in, 773 -1093 333 -1596 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 254 -1553 1089 -1279 517 .365 0 0 0 0 0 0 0 0 0 0 inA4, plf> fb FB -376 30000 .860 898 27000 -4766 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 -4638 27000 1266 27000 .142 0 30000 0 30000 0 30000 0 30000 0 30000 FE CM 5635958 .9996 2 X 2 X 177602 .9735 180094 .9747 99901 .9226 99901 .9226 99901 .9044 99901 .9044 99901 .9044 99901 .9044 99901 .9227 99901 .9227 180094 .9747 180094 .9739 1 1/2 X 48323 .8896 14042 .2896 14042 .1628 14042 .2902 48793 .8910 ARat BRat .133 -.009 .163 -.546 .027 -.423 -.133 -.668 .000 -.668 .000 -.721 .000 -.721 .000 -.721 .000 -.721 .000 -.668 .000 -.668 .000 -.423 -.129 -.545 .039 1 1/2 X .445 .000 .831 .000 .980 .000 .831 .000 .443 .000 SRat .143 .573 .555 .668 .668 .721 .721 .721 .721 .668 .668 .552 .584 .123 .445 .831 .980 .831 .443 Job: 1780901 Mark: J42 10-15-98 11:20:47 Page 104 I req.« 125.73 in4 I act.= 164.14 in4 W-L/360= 578.3 W-L/240= 867.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.12" Actual Deflection = .73" Mem P01 PI 2 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll SOI S02 S03 S04 SOS S06 Matl R875 R875 1212 1517 1513 1010 1210 1210 1010 1513 1517 1212 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X .125 1 1/2 X .170 1 1/2 X .138 .109 1 1/4 X .109 1 1/4 X .109 .109 1 1/2 X .138 1 1/2 X .170 1 1/4 X .125 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11527. 11532. -4902. 6447. -4834. 3221. -1707. -1707. 3229. -4842. 6456. -4904. -1515. -1159. -1159. -1159. -1159. -1520. LX 33.80 33.80 16.58 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 16.57 21.56 16.50 16.50 16.50 16.50 21.63 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 154.50 154.50 67.47 90.36 89-91 135.42 107.75 107.75 135.42 89.91 90.36 67.43 109.91 84.11 84.11 84.11 84.11 110.27 Weld 4.6 4.6 2.6 2.6 2.3 2.0 2.0 2.0 2.0 2.3 2.6 2.6 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .710 .710 .772 .447 .723 .521 .509 .509 .522 .724 .447 .772 .595 .309 .309 .309 .309 .600 Job: 1780901 Hark: J43 10-15-98 11:20:50 Page 105 SMI Joist Engineering Report SMI Job tt 1780901 Joist: 2QK4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J43 Req. by: ASE8 Loc: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 20.000 17.875 36.000 1.875 OAL: 30'- 7 5/8" BL: 30'- 3 5/8" WL: 29--11 5/8" 12 24.000 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge © 15 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 30*- 1 5/8" Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 19.875 17.875 36.000 1.750 - 1 6/8" Eff. Depth: 19.02 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 269 1.00 240.00 2 269 4 0 1.33 .00 5 269 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 174 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 15'- 0" 0" 0" 0" 0" 1 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case ft # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .0 1-Y -4348 -4348 -4348 -2650 .0 .0 .0 .0 .0 .8 2-Y -4280 -4280 -4280 -2607 .8 .8 .0 .0 .8 .3 Job: 1780901 Matl Area RX Mat2 Depth 2016 1.88 1.166 1510 3.13 Mark: J43 R2 RYY .586 1.138 10-15-98 11:20:50 Page 106 Q Cc SXS SXL Description 905 112.473 1.386 1.996 2 X 2 X .163 11/2X1 1/2 X .109 Mem T01 2016 T02 TO 3 T04 T05 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 LC 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Force Fills 10000 0 LX KL/RX 6.0 5.1 LZ KL/RZ 6.0 10.2 .25 .621 .395 1. -17292 0 -16954 0 -21364 0 -21364 0 -27422 1 -27422 1 -30765 1 -30765 1 -30760 1 -30760 1 -27410 1 -27410 1 -21344 0 -21344 0 -16955 0 -17294 0 18.0 29.0 17.9 28.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24,0 38.7 17,9 28.8 17.9 28.8 18.0 45.6 17.9 45.2 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 17.9 45.2 17.9 45.2 LYY KL/RYY 36.0 31.6 229 . 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 fa FA 5316 30000 +Moment -Moment 0 -404 952 109.653 .335 -13824 21588 -13553 21627 -17079 21749 -17079 21749 -21922 24896 -21922 24896 -24595 24896 -24595 24896 -24591 24896 -24591 24896 -21913 24896 -21913 24896 -17064 21749 -17064 21749 -13554 21627 -13826 21627 415 -587 179 -857 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 -834 585 -687 fb FB -202 30000 .860 482 27000 208 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 159 27000 680 27000 FE CM 5635958 .9996 2 X 2 X 177602 .9766 180094 .9774 99901 .9316 99901 .9316 99901 .9122 99901 .9122 99901 .9015 99901 .9015 99901 .9015 99901 .9015 99901 .9123 99901 .9123 99901 .9317 99901 .9317 180094 .9774 180094 .9770 ARat BRat .133 -.005 .163 -.481 .015 -.471 .006 -.590 .000 -.590 .000 -.662 .000 -.662 .000 -.743 .000 -.743 .000 -.743 .000 -.743 .000 -.662 .000 -.662 .000 -.590 .000 -.590 .000 -.471 .005 -.481 .021 SRat .138 .496 .477 .590 .590 .662 .662 .743 .743 .743 .743 .662 .662 .590 .590 .476 .501 Job: 1780901 Mark: J43 1512 .71 .465 .296 1.031 .955 109.517 10-15-98 11:20:50 Page 107 365 .142 11/2X1 1/2 X .123 B01 B02 B03 B04 BOS B06 B07 1 1 1 1 1 1 1 7316 0 14732 0 19433 0 21417 0 19424 0 14717 0 7293 0 25.9 55.6 48.0 103.1 48.0 103.1 48.0 103.1 48.0 103.1 48.0 103.1 25.8 55.3 25.9 87.3 48.0 162.0 48.0 162.0 48.0 162.0 48.0 162.0 48.0 162.0 25.8 86.9 56.0 51.0 93.9 85.6 93.9 85.6 93.9 85.6 85.8 78.1 85.8 78.1 52.0 47.4 10337 30000 20816 30000 27458 30000 30260 30000 27445 30000 20794 30000 10305 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48323 .9144 14042 .4070 14042 .2178 14042 .1380 14042 ,2182 14042 .4077 48793 .9155 .345 .000 .694 .000 .915 .000 1.009 .000 .915 .000 .693 .000 .343 .000 .345 .694 .915 1.009 ,915 .693 .343 Summary of Joist Deflection Criteria {in, in*4, plf) I req.= 129.20 in4 I act.= 164.14 in4 W-L/360= 227.8 W-L/240= 341.7 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.52" Actual Deflection = 1.29- Mem P01 P16 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 SOI S02 S03 S04 SOS S06 S07 S08 Matl R875 R875 1210 1515 1513 1010 1210 1010 1010 1010 1010 1210 1010 1513 1515 1210 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X .109 1 1/2 X .155 1 1/2 X .138 ,109 1 1/4 X .109 ,109 .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .138 1 1/2 X .155 1 1/4 X .109 .109 .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 Force 8867. 8870. -3946. 5567. -4701. 3835. -2968. 2102. -1604. -1604. 2107. -2973. 3839- -4705. 5571. -3946. -1437. -1100. -1100. -1100. -1100. -1100. -1100. -1442. LX 33.80 33.80 16.58 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 26.57 16.57 21.56 16.50 16.50 16.50 16.50 16.50 16.50 21.63 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 154.50 154.50 67.25 90.16 89.91 135.42 107.75 135.42 135.42 135.42 135.42 107.75 135.42 89.91 90.16 67.21 109.91 84.11 84.11 84.11 84.11 84.11 84.11 110.27 Weld 3.6 3.6 2.4 2.4 2.3 2.3 2.0 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.4 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .546 .546 .718 .421 .703 .620 .886 .340 .955 .955 .341 .887 .621 .704 .421 .718 .564 .294 .294 .294 .294 .294 .294 .570 Job: 1780901 Mark: J44 10-15-98 11:20:54 Page 108 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J44 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 40.000 4.000 OAL: BL; WL: 14 35'- 3 7/8" 35'- 3 7/8" 34'-11 7/8" S 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 20.875 40.000 3.875 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge ® 17 Support Locations: {From Left End Base Length) 1) O1- 2" 2) 35'- 1 7/8" - 7 7/8" Eff. Depth: 21.01 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 267 1.00 .00 2 267 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 267 1.33 .00 6 163 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd ConV N/A TC-LE TC-LE TC-LE N/A N/A N/A GY 250 10000 10000 500 0'- 0'- 0'- 17'- 0" 0" 0" 7 7/8" 0 0 0 0 0'- 0'- 0'- 0'- 0" 0" 0" 0" 1 3 5 1 2 4 2 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .0 i-y -4921 -4921 -4921 -2851 .0 .0 .0 .0 .0 .6 2-Y -4921. -4921. . . -4921. -2851. 0 0 0 0 0 6 Job: 1780901 Mark: J44 10-15-98 11:20:54 Page 109 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 TO 4 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18479 0 -18101 0 -23154 0 -23154 0 -29822 0 -29822 0 -34051 1 -34051 1 -35837 1 -35837 1 -34043 1 -34043 1 -29808 0 -29808 0 -23133 0 -23133 0 -18102 0 .13 1. .00 -18479 0 LX KL/RX 21.0 33.8 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 20.9 33.6 094 21.0 19.2 LZ KL/RZ 21.0 53.1 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 20.9 52.8 623 1 21.0 33.7 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14773 20617 -14471 20617 -18510 21749 -18510 21749 -23841 21749 -23841 21749 -27222 24896 -27222 24896 -28650 24896 -28650 24896 -27215 24896 -27215 24896 -23830 21749 -23830 21749 -18494 21749 -18494 21749 -14472 20659 952 109. -5912 22956 ^Moment -Moment 776 -1003 278 -1003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 344 -940 653 2.809 860 -797 fb FB 903 27000 323 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 400 27000 2.241 384 27000 FE CM 130483 .9660 130483 .9667 99901 .9259 99901 .9259 99901 .9045 99901 .9045 99901 .8910 99901 .8910 99901 .8853 99901 .8853 99901 .8910 99901 .8910 99901 .9046 99901 .9046 99901 .9260 99901 .9260 132050 .9671 2 X 2 X 2 X 2 X 405125 .9956 ARat BRat -.539 .028 -.528 .010 -.640 .000 -.640 .000 -.824 .000 -.824 .000 -.822 .000 -.822 .000 -.865 .000 -.865 .000 -.822 .000 -.822 .000 -.824 .000 -.824 .000 -.639 .000 -.639 .000 -.527 .012 .163 .250 -.194 .011 SRat .567 .538 .640 .640 .824 .824 .822 .822 .865 .865 .822 .822 .824 .824 .639 .639 .539 .205 Job: 1780901 Mark: J44 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:54 Page 110 .434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8904 0 16793 0 22241 0 25250 0 25245 0 22230 0 16776 0 8881 0 28.0 60.7 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 27.9 60.5 28.0 95.0 48.0 162.9 48.0 162 . 9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 27.9 94.6 63.0 57.0 101.0 91.3 101.0 91.3 108.9 98.4 108.9 98.4 108.9 98.4 108.9 98.4 63.0 57.0 10096 30000 19041 30000 25219 30000 28629 30000 28624 30000 25206 30000 19021 30000 10069 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 40482 .9002 13775 .4471 13775 .2677 13775 .1687 13775 .1688 13775 .2681 13775 .4477 40846 .9014 .337 .000 .635 .000 ,841 .000 .954 .000 .954 .000 .840 .000 .634 .000 .336 .000 .337 .635 .841 .954 .954 .840 .634 .336 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 186.90 in4 I act.= 228.94 in4 W-L/360= 199.7 W-L/240= 299.5 Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 PI 7 SOI S02 S03 S04 SOS SOS S07 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 1010 1010 1010 Description # 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1.5 X 1. 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1.5 X 1. 1 1/2 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X .125 1 1/2 X .138 5 X .117 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 5 X .117 1 1/2 X .138 1 1/4 X .125 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10205. 10205. -4550. 6027. -5216. 4405. -3595. 2784. -1973. 1868. 1868. -1977. 2788. -3599. 4410. -5220. 6031- -4547. -767. -663. -663. -663. -1162. -663. -663. -663- LX 38.24 38.24 18.83 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.81 23.80 18.50 18.50 18.50 18.50 18.50 18.50 18.50 B 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 L/R 174.80 174.80 76.64 95.06 94.68 143.18 94.53 143.18 113.92 143.18 143.18 113.92 143.18 94.53 143.18 94.68 95.06 76.56 121.31 94.30 94.30 94.30 94.30 94.30 94.30 94.30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .779 .509 .996 .712 .743 .450 .658 .302 .302 .659 .451 .744 .713 .997 .509 .778 .367 .201 .201 .201 .352 .201 .201 .201 Job: 1780901 Mark: J44 10-15-98 11:20:54 Page 111 809 1010 1 X 1 X .109 1 1 -765. 23.80 0 121.31 2.0 .366 Job: 1780901 Mark: J45 10-15-98 11:20:58 Page 112 SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) SMI Joist Engineering Report Mark: J45 Req. by: ASE8 Loc: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 40.000 4.000 OAL: 35'- 4" BL: 35'- 4" WL: 35'- 0" 14 24.000 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8" Support Locations: (From Left End Base Length) 1) O1- 2" 2) 35'- 2" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.000 21.000 40.000 4.000 Eff. Depth: 21.01 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 267 1.00 240.00 2 267 4 0 1.33 .00 5 267 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 162 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- O1- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -4922 -4922 -4922 -2835 .4 .4 .0 .0 .4 .0 2-Y -4922 -4922 -4922 -2835 .4 .4 .0 .0 .4 .0 Job: 1780901 Mark: J45 10-15-98 11:20:58 Page 113 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 TO 2 T03 T04 T05 T06 TO 7 TO 8 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Pills -18481 0 -18103 0 -23158 0 -23158 0 -29830 0 -29830 0 -34061 1 -34061 1 -35853 1 -35853 1 -34061 1 -34061 1 -29830 0 -29830 0 -23158 0 -23158 0 -18103 0 .13 1. .00 -1848X 0 LX KL/RX 21.0 33.8 21.0 33.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.0 19.2 LZ KL/RZ 21.0 53.1 21.0 53.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.0 33.7 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa PA -14775 20617 -14473 20617 -18514 21749 -18514 21749 -23847 21749 -23847 21749 -27230 24896 -27230 24896 -28662 24896 -28662 24896 -27230 24896 -27230 24896 -23847 21749 -23847 21749 -18514 21749 -18514 21749 -14473 20617 952 109. -S912 22956 +Moment -Moment 776 -1003 278 -1003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 351 -945 653 2.809 856 -808 fb FB 903 27000 323 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 408 27000 2.241 382 27000 FE CM 130483 .9660 130483 .9667 99901 .9259 99901 .9259 99901 .9045 99901 .9045 99901 .8910 99901 .8910 99901 .8852 99901 .8852 99901 .8910 99901 .8910 99901 .9045 99901 .9045 99901 .9259 99901 .9259 130483 .9667 2 X 2 X 2 X 2 X 405125 .9956 ARat BRat -.539 .028 -.528 .010 -.640 .000 -.640 .000 - .824 .000 -.824 .000 -.822 .000 -.822 .000 -.866 .000 -.866 .000 -.822 .000 - .822 .000 -.824 .000 -.824 .000 -.640 .000 -.640 .000 -.528 .013 .163 .250 -.194 .011 SRat .567 .538 .640 .640 .824 .824 .822 .822 .866 .866 .822 .822 .824 .824 .640 .640 .540 .205 Job: 1780901 Mark: J45 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:20:58 Page 114 ,434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8907 0 16799 0 22251 0 25262 0 25262 0 22251 0 16799 0 8907 0 28 60 48 104 48 104 48 104 48 104 48 104 48 104 28 60 .0 .7 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .0 .7 28 95 48 162 48 162 48 162 48 162 48 162 48 162 28 95 .0 .0 .0 .9 .0 .9 .0 .9 .0 .9 .0 .9 .0 .9 .0 .0 63 57 101 91 101 91 109 98 109 98 109 98 109 98 63 57 .0 .0 .0 .3 .0 .3 .0 .5 .0 .5 .0 .5 .0 .5 .0 .0 10099 30000 19048 30000 25229 30000 28643 30000 28643 30000 25229 30000 19048 30000 10099 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 40482 .9002 13775 .4469 13775 .2674 13775 .1683 13775 .1683 13775 .2674 13775 .4469 40482 .9002 .337 .000 .635 .000 .841 .000 .955 .000 .955 .000 .841 .000 .635 .000 .337 .000 .337 .635 .841 .955 .955 .841 .635 .337 Summary of Joist Deflection Criteria (in, in^4, plf) I req.= 204.28 in4 I act.= 228.94 in4 W-L/360= 199.5 W-L/240= 299.2 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.67" Mem P01 PI 8 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 PI 5 PI 6 PI 7 SOI S02 S03 S04 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 ,1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 L # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10208. 10208. -4552. 6029. -5218. 4408. -3597. 2786. -1975. 1512. 1512. -1975. 2786. -3597. 4407. -5218. 6029. -4552. -1448. -1125. -1125. -1125. -1163. LX 38.24 38.24 18.83 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.83 23.80 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 121 94 94 94 94 .80 .64 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .64 .31 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .779 .509 .997 .713 .744 .451 .659 .245 .245 .659 .451 .744 .713 .997 .509 .779 .692 .341 .341 .341 .353 Job: 1780901 Mark: J45 10-15-98 11:20:58 Page 115 506 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 507 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 S09 1010 1 X 1 X .109 1 1 -1448. 23.80 0 121.31 2.0 .692 Job: 1780901 Mark: J46 10-15-98 11:21:03 Page 116 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J46 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.125 40.000 4.250 OAL: 35'- 4 3/8" BL: 35'- 4 3/8" WL: 35'- 0 3/8" Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.125 21.000 40.000 4.125 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge @ 17'- 8 1/8" Eff. Depth: 21.01 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 35'- 2 3/8" Joist Loading {ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 267 1.00 240.00 2 267 4 0 1.33 .00 5 267 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 ,00 3 0 1.33 .00 6 162 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 17 •_ 0" 0" 0" 0" 0" 8 1/8" 0 0 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # l 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -4926 -4926 -4926 -2837 .6 .6 .0 .0 .6 .5 2-Y -4926 -4926 -4926 -2837 .6 .6 .0 .0 .6 .5 Job: 1780901 Mark: J46 10-15-98 11:21:03 Page 117 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 T03 T04 TO 5 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18486 0 -18109 0 -23212 0 -23212 0 -29881 0 -29881 0 -34109 1 -34109 1 -35896 1 -35896 1 -34101 1 -34101 1 -29867 0 -29867 0 -23192 0 -23192 0 -18110 0 .13 1. .00 -18486 0 LX KL/RX 21.1 34.0 21.1 34.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.0 33.8 094 21.1 19.3 LZ KL/RZ 21.1 53.5 21.1 53.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.0 53.1 623 1 21.1 33.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14779 20575 -14477 20575 -18557 21749 -18557 21749 -23888 21749 -23888 21749 -27268 24896 -27268 24896 -28697 24896 -28697 24896 -27262 24896 -27262 24896 -23877 21749 -23877 21749 -18541 21749 -18541 21749 -14478 20617 952 109. -5914 22934 +Moment -Moment 785 -1016 284 -1016 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q, 0 0 0 0 0 0 0 0 0 0 0 0 0 350 -944 653 2.809 869 -810 fb FB 912 27000 330 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 407 27000 2.241 388 27000 FE CM 128943 .9656 128943 .9663 99901 .9257 99901 .9257 99901 .9044 99901 .9044 99901 .8908 99901 .8908 99901 .8851 99901 .8851 99901 .8908 99901 .8908 99901 .9044 99901 .9044 99901 .9258 99901 .9258 130483 .9667 2 X 2 X 2 X 2 X 400344 .9956 ARat BRat -.540 .028 -.529 .010 -.642 .000 -.642 .000 -.826 .000 -.826 .000 -.824 .000 -.824 .000 -.867 .000 -.867 .000 -.823 .000 -.823 .000 -.825 .000 -.825 .000 -.641 .000 -.641 .000 -.528 .013 .163 .250 -.194 .011 SRat .568 .539 .642 .642 .826. .826 .824 .824 .867 .867 .823 .823 .825 .825 .641 .641 .541 .205 Job: 1780901 Mark: J46 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:21:03 Page 118 ,434 .176 1 1/2 X 1 1/2 X .155 B01 B02 B03 B04 BOS B06 B07 BOS 1 1 1 1 1 1 1 1 8963 0 16852 0 22300 0 25308 0 25304 0 22289 0 16834 0 8939 0 28.3 61.3 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.1 61.0 28.3 95.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.1 95.5 63.0 57.0 101.3 91.5 101.3 91.5 109.1 98.6 109.1 98.6 109.1 98.6 109.1 98.6 63.0 57.0 10163 30000 19107 30000 25285 30000 28696 30000 28691 30000 25272 30000 19087 30000 10136 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 39769 .8978 13775 .4452 13775 .2658 13775 .1667 13775 .1669 13775 .2661 13775 .4457 40123 .8990 .339 .000 .637 .000 .843 .000 .957 .000 .956 .000 .842 .000 .636 .000 .338 .000 .339 .637 .843 .957 .956 .842 .636 .338 Summary of Joist Deflection Criteria (in, in"4, plf) I req.= 204.83 in4 I act.= 228.94 in4 W-L/360= 199.0 W-L/240= 298.4 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 PI 6 PI 7 SOI S02 S03 S04 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 1 1/2 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/2 1 1/4 1X1 1X1 1X1 1X1 1X1 X X 1. X X X X X X X X X X 1. X X X X X X X 1 1/4 1 1/2 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10214. 10214. -4562. 6027. -5216. 4405. -3595. 2784. -1973. 1512. 1512. -1977. 2788. -3599. 4410. -5220. 6031. -4558. -1444. -1125. -1125. -1125. -1162. LX 38.24 38.24 18.87 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.85 23.73 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174 76 95 94 143 94 143 113 143 143 113 143 94 143 94 95 76 120 94 94 94 94 .80 .81 .06 .68 .18 .53 .18 .92 .18 .18 .92 .18 .53 .18 .68 .06 .72 .96 .30 .30 .30 .30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .629 .629 .782 .509 .996 .712 .743 .450 .658 .245 .245 .659 .451 .744 .713 .997 .509 .781 .686 .341 .341 .341 .352 Job: 1780901 Mark: J46 10-15-98 11:21:03 Page 119 506 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 507 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 - 2.0 .341 S09 1010 1 X 1 X .109 1 1 -1444. 23.73 0 120.96 2.0 .686 Job: 1780901 Mark: J47 10-15-98 11:21:08 Page 120 SMI Joist Engineering Report SMI Job # 1780901 Joist: 22K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J47 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.250 21.125 40.000 4.375 OAL: 35'- 4 6/8' BL: 35'- 4 6/8' WL: 35'- 0 6/8' Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.250 21.125 40.000 4.375 Verticals located at all bottom chord panel points. Depth: L 22.000 M 22.000 R 22.000 Ridge ® 17'- 8 3/8' Support Locations: (From Left End Base Length) 1) O1- 2" 2) 35'- 2 6/8" Eff. Depth: 21.01 Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 266 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 266 266 Stress Deflec LC U. Load l.OO .00 3 0 1.33 .00 6 161 Type Ref-pt Orient Load Distance Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 8 3/8" 0 0 0 0 0 0 0'- 0'- 0'- O1- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 Load Case # 6 .1 .1 .0 .0 .1 .1 -4913.3 -4913.3 .0 .0 -4913.3 -2822.5 -4913.3 -4913.3 .0 .0 -4913.3 -2822.5 Job: 1780901 Mark: J47 10-15-98 11:21:08 Page 121 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem T01 T02 TO 3 T04 TO 5 T06 TO 7 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 2016 2025 T18 LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 Force Fills -18461 0 -18087 0 -23199 0 -23199 0 -29848 0 -29848 0 -34066 1 -34066 1 -35853 1 -35853 1 -34066 1 -34066 1 -29848 0 -29848 0 -23199 0 -23199 0 -18087 0 .13 1. .00 -18461 0 LX KL/RX 21.3 34.2 21.1 34.0 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.1 34.0 094 21.3 19.4 LZ KL/RZ 21.3 53.8 21.1 53.5 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 21.1 53.5 623 1 21.3 34.1 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 fa FA -14759 20532 -14459 20575 -18547 21749 -18547 21749 -23862 21749 -23862 21749 -27234 24896 -27234 24896 -28663 24896 -28663 24896 -27234 24896 -27234 24896 -23862 21749 -23862 21749 -18547 21749 -18547 21749 -14460 20575 952 109. -5906 22913 +Moment -Moment 793 -1021 280 -1021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 355 -944 653 2.809 875 -820 fb FB 921 27000 325 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 413 27000 2.241 390 27000 FE CM 127431 .9653 128943 .9664 99901 .9257 99901 .9257 99901 .9045 99901 .9045 99901 .8910 99901 .8910 99901 .8852 99901 .8852 99901 .8910 99901 .8910 99901 .9045 99901 .9045 99901 .9257 99901 .9257 128943 .9664 2 X 2 X 2 X 2 X 395648 .9955 ARat BRat -.540 .028 -.528 .010 -.641 .000 -.641 .000 -.825 .000 -.825 .000 -.822 .000 -.822 .000 -.866 .000 -.866 .000 -.822 .000 -.822 .000 -.825 .000 -.825 .000 -.641 .000 -.641 .000 -.528 .013 .163 .250 -.194 .011 SRat .569 .538 .641 .641 .825 .825 .822 .822 .866 .866 .822 .822 .825 .825 .641 .641 .541 .205 Job: 1780901 Mark: J47 1515 .88 .461 .295 1.040 1.000 106.999 10-15-98 11:21:08 Page 122 ,434 .176 11/2X1 1/2 X .155 B01 B02 B03 B04 B05 B06 B07 BOS 1 1 1 1 1 1 1 1 8963 0 16828 0 22261 0 25263 0 25263 0 22261 0 16828 0 8963 0 28.4 61.5 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 28.4 61.5 28.4 96.3 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 28.4 96.3 63 57 101 91 101 91 109 98 109 98 109 98 109 98 63 57 .0 .0 .4 .6 .4 .6 .4 .9 .4 .9 .4 .9 .4 .9 .0 .0 10163 30000 19080 30000 25241 30000 28645 30000 28645 30000 25241 30000 19080 30000 10163 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 39419 .8969 13775 .4460 13775 .2671 13775 .1682 13775 .1682 13775 .2671 13775 .4460 39419 .8969 .339 .000 .636 .000 .841 .000 .955 .000 .955 .000 .841 .000 .636 .000 .339 .000 .339 .636 .841 .955 .955 .841 .636 .339 Summary of Joist Deflection Criteria (in, in*4f plf) I req.= 204.61 in4 I act.= 228.94 in4 W-L/360= 198.4 W-L/240= 297.6 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.77" Actual Deflection = 1.68" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 SOI S02 S03 S04 SOS Matl R875 R875 1212 1513 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1513 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1.5 X 1 1 X 1 X 1 1./2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1.5 X 1 1 1/2 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 1 1/2 .5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 .5 X . 1 1/2 1 1/4 .109 .109 .109 .109 .109 X .125 X .138 117 X .109 X .109 X .109 X .109 117 X .138 X .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10185. 10185. -4554. 6009. -5202. 4394. -3586. 2778. -1971. 1512. 1512. -1971.' 2778. -3586. 4394. -5202. 6009. -4554. -1439. -1125. -1125. -1125. -1161. LX 38.24 38.24 18.90 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 28.09 18.90 23.66 18.50 18.50 18.50 18.50 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 174.80 174.80 76.90 95.06 94.68 143.18 94.53 143.18 113.92 143.18 143.18 113.92 143.18 94.53 143.18 94.68 95.06 76.90 120.61 94.30 94.30 94.30 94.30 Weld 3.3 3.3 2.4 2.9 3.0 2.7 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.7 3.0 2.9 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .627 .627 .782 .507 .994 .711 .742 .449 .657 .245 .245 .657 .449 .742 .711 .994 .507 .782 .680 .341 .341 .341 .352 Job: 1780901 Mark: J47 10-15-98 11:21:08 Page 123 506 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 507 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 SOS 1010 1 X 1 X .109 1 1 -1125. 18.50 0 94.30 2.0 .341 S09 1010 1 X 1 X .109 1 1 -1439. 23.66 0 120.61 2.0 .680 Job: 1780901 Mark: J48 10-15-98 11:21:10 Page 124 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J48 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 21.875 19.875 36.000 5.750 OAL: 11'- 3 4/8" BL: lO'-ll 4/8" WL: 10'- 7 4/8" 2 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 21.875 19.875 36.000 5.750 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge @ 5'- 5 6/8" Ef f. Depth: 19.02" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 10'- 9 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 550 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 550 550 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 550 Type Ref-pt Orient Load Distance Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd Mins MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1060 1060 500 0'- 0'- O1- 0'- 0'- 5'- 0" 0" 0" 0" 0" 5 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .0 .0 .0 .0 .0 .0 1-Y -3171 -3171 -3171 -2921 .9 .9 .0 .0 .9 .9 2-Y -3309 -3309 -3309 -3059 .4 .4 .0 .0 .4 .4 Job: 1780901 Mark: J48 10-15-98 11:21:10 Page 125 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC Force LX Fills KL/RX T01 5 T02 5 T03 5 T04 5 T05 5 2016 3. 2025 3. T06 5 T07 5 1510 B01 1 B02 1 Summary -14855 1 -14178 0 -15733 0 -15733 0 -14178 0 13 1.094 00 -14855 0 10000 0 63 .467 4724 0 4724 0 of Joist 19.9 32.0 19.9 32.0 24.0 38.7 24.0 38.7 19.9 32.0 19.9 18.2 6.0 5.5 - 29.8 63.6 29.8 63.6 LZ KL/RZ 9.9 25.2 19.9 50.3 24.0 60.7 24.0 60.7 19.9 50.3 623 1. 19.9 31.9 6.0 9.6 297 1. 29.8 100.1 29.8 100.1 Deflection LYY KL/RYY 36. 29. 36. 29. 36. 29. 36. 29. 36. 29. 119 36. 32. 36. 32. 028 29. 27. 29. 27. 0 3 0 3 0 3 0 3 0 3 .952 0 2 0 2 .905 8 2 8 2 Criteria fa FA 11876 23136 11335 20989 12578 21749 12578 21749 11335 20989 109. -4752 23119 3199 30000 112. 7496 30000 7496 30000 {in, +Moment -Moment 1444 -1822 471 -1822 0 0 0 0 643 -1860 653 2.809 1163 -1392 0 -825 473 .332 0 0 0 0 in"4, plf) fb FB -5444 27000 -5444 27000 0 30000 0 30000 -5556 27000 2.241 519 27000 -368 30000 .127 0 30000 0 30000 FE CM 145672 .9755 145672 .9767 99901 .9496 99901 .9496 145672 .9767 2 X 2 X 2 X 2 X 452286 .9968 4962776 .9997 1 1/2 X 36869 .9187 36869 .9187 ARat BRat -.331 -.152 -.316 -.152 -.435 .000 -.435 .000 -.316 -.155 .163 .250 -.155 .015 .080 -.009 1 1/2 X .250 .000 .250 .000 SRat .482 .467 .435 .435 .470 .170 .089 .109 .250 .250 I req.= 17.66 in4 I act.= 152.30 in4 W-L/360* 4743.5 W-L/240= 7115.3 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = .55" Actual Deflection = .08" Job: 1780901 Mark: J48 10-15-98 11:21:10 Page 126 Mem P01 P06 P02 P03 P04 P05 SOI S02 S03 Matl R875 R875 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 # 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 Force 6075. 6075. -2147. 1706. 1706. -2147. -1356. -1629. -1356. LX 33.79 33.79 17.24 26.56 26.56 17.24 20.55 16.50 20.55 B 0 0 0 0 0 0 0 0 0 L/R 154 154 87 135 135 87 104 84 104 .47 .47 .87 .40 .40 .87 .76 .11 ,76 Weld 2.8 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .374 .374 .599 .276 .276 .599 .484 .435 .484 Job: 1780901 Mark: J49 10-15-98 12:13:06 Page 001 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J49 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.o-Fl-J-ICi. U : PP: : PP: 2. 21. 19. 36. 5. 000 000 750 750 000 500 OAL: 19'- 2 7/8" BL: 18'-10 7/8" WL: 18'- 6 7/8" 6 ® 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 21.750 19.625 36.000 5.375 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge ® 9'- 5 3/8" Eff. Depth: 19.02 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 18'- 8 7/8" Joist Loading {ft, Ibs, & ft*lbs) LC 1 4 U. Load 550 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 550 550 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 550 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1060 1060 500 0'- 0'- 0'- 0'- O1- 9'- 0" 0" 0" 0" 0" 5 3/8" 0 0 0 0 0 0 O1- O1- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions {Ibs) l-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 .1 .1 .0 .0 .1 .1 -5357 -5357 -5357 -5107 .5 .5 .0 .0 .5 .5 -5495 -5495 -5495 -5245 .0 .0 .0 .0 .0 .0 Job: 1780901 Mark: J49 10-15-98 12:13:06 Page 002 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC TOl 5 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 2016 3 2025 3 T10 5 Til 5 1510 B01 1 B02 1 B03 1 B04 1 Summary Force Fills -18766 0 -18088 0 -23025 1 -23025 1 -26423 1 -26423 1 -23009 1 -23009 1 -18090 0 .13 1. .00 -18766 0 10000 0 .63 9244 0 15419 0 15410 0 9221 0 LX KL/RX 19.8 31.8 i9.8 31.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 19.6 31.6 094 19.8 18.1 6.0 5.5 467 29.5 63.1 48.0 102.7 48.0 102.7 29.4 62.8 LZ KL/RZ 19.8 50.0 19.8 50.0 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 19.6 49.7 623 1 19.8 31.7 6.0 9.6 297 1 29.5 99.3 48.0 161.5 48.0 161.5 29.4 98.9 of Joist Deflection LYY KL/RYY 36 29 36 29 36 29 36 29 36 29 36 29 36 29 36 29 36 29 .119 36 32 36 32 .028 69 63 77 70 77 70 77 70 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 fa FA 15002 21030 14460 21030 18407 24896 18407 24896 21123 24896 .0 -21123 .3 .0 .3 .0 .3 .0 .3 .952 .0 .2 .0 .2 .905 .5 .6 .4 .8 .4 .8 .4 .8 Criteria 24896 18395 24896 18395 24896 14462 21071 109. -6003 23119 3199 30000 112. 14668 30000 24465 30000 24451 30000 14631 30000 (in, +Moment -Moment 1430 -1790 450 -1790 0 0 0 0 0 0 0 0 0 0 0 0 610 -1880 653 2.809 1164 -1330 0 -825 473 .332 0 0 0 0 0 0 0 0 in"4, plf) fb FB 1662 27000 -5345 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 -5615 27000 2.241 520 27000 -368 30000 .127 0 30000 0 30000 0 30000 0 30000 FE CM 147522 .9695 147522 .9706 99901 .9263 99901 .9263 99901 .9154 99901 .9154 99901 .9263 99901 .9263 149407 .9710 2 X 2 X 2 X 2 X 458029 .9961 4962776 .9997 1 1/2 X 37497 .8435 14163 .3091 14163 .3095 37817 .8452 ARat BRat -.536 .051 -.403 -.149 -.556 .000 -.556 .000 -.638 .000 -.638 .000 -.556 .000 -.556 .000 -.403 -.156 .163 .250 -.195 .015 .080 -.009 1 1/2 X .489 .000 .815 .000 .815 .000 .488 .000 SRat .587 .552 .556 .556 .638 .638 .556 .556 .559 .211 .089 .109 .489 .815 .815 .488 I req.= 94.32 in4 I act.= 152.30 in4 W-L/360= 888.1 W-L/240= 1332.1 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = .95" Actual Deflection = .46" Job: 1780901 Mark: J49 10-15-98 12:13:06 Page 003 Mem P01 P10 P02 P03 P04 P05 P06 P07 P08 P09 SOI S02 S03 S04 SOS Matl R875 R875 1212 1515 1212 1010 1010 1212 1515 1212 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1/4 X 1/2 X 1/4 X XIX XIX 1/4 X 1/2 X 1/4 X XIX XIX XIX XIX XIX 1 1/4 1 1/2 1 1/4 .109 .109 1 1/4 1 1/2 1 1/4 .109 .109 .109 .109 .109 X X X X X X .125 .155 .125 .125 .155 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10557. 10557. -4424. 5227. -3456. 1706. 1706. -3466. 5236. -4419. -1427. -1182. -1681. -1182. -1427. LX 33.79 33.79 17.18 26.56 26.56 26.56 26.56 26.56 26.56 17.15 20.62 16.50 16.50 16.50 20.62 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 154.47 154 69 90 108 135 135 108 90 69 105 84 84 84 105 .47 .90 .15 .09 .40 .40 .09 .15 .78 .09 .11 .11 .11 .09 Weld 4.8 4.8 2.4 2.4 2.0 2.0 2.0 2.0 2.4 2.4 2.0 2.0 2.0 2.0 2.0 SRatio .650 .650 .711 .395 .911 .276 .276 .913 .396 .710 .513 .315 .449 .315 .513 Job: 1780901 Mark: J50 10-15-98 11:21:14 Page 127 SMI Joist Engineering Report SMI Job # 1780901 Joist: 20K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J50 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.o-FI-LJtzL U : PP: : PP: 2 21 19 36 5 .000 .000 .750 .625 .000 .375 OAL: 27'- 2 6/8" BL: 26'-10 6/8" WL: 26'- 6 6/8" Right 10 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 21.750 19.625 36.000 5.375 Verticals located at all bottom chord panel points. Depth: L 20.000 M 20.000 R 20.000 Ridge @ 13'- 5 3/8" Eff. Depth: 19.02 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 26'- 8 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 342 0 Stress 1.00 1.33 Def lee 240.00 .00 LC 2 5 U. Load 342 342 Stress Deflee LC U. Load 1.00 .00 3 0 1.33 .00 6 250 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 13'- 0" 0" 0" 0" 0" 5 3/8" 0 0 0 0 0 0 0'- 0'~ 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # ft ft ft ft ft l 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -4792 -4792 -4792 -3320 .2 .2 .0 .0 .2 .3 2-Y -4877 -4877 -4877 -3382 .7 .7 .0 .0 .7 .8 Job: 1780901 Mark: J50 10-15-98 11:21:14 Page 128 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 TO 4 TO 5 TO 6 TO 7 T08 T09 T10 Til T12 T13 2016 2025 T14 T15 1511 B01 B02 B03 B04 B05 B06 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 5 1 1 1 1 1 1 Force Pills -18063 0 -17642 0 -22957 0 -22957 0 -28766 1 -28766 1 -31123 1 -31123 1 -28766 1 -28766 1 -22957 0 -22957 0 -17642 0 .13 1. .00 -18063 0 10000 0 .67 8758 0 16293 0 20376 0 20376 0 16293 0 8758 0 LX KL/RX 19.8 31.8 19.6 31.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 19.6 31.6 094 19.8 18.1 6.0 5.5 466 29.4 63.0 48.0 102.9 48.0 102.9 48.0 102.9 48.0 102.9 29.4 63.0 LZ KL/RZ 19.8 50.0 19.6 49.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 19.6 49.7 623 1 19.8 31.7 6.0 9.6 297 1 29.4 99.0 48.0 161.8 48.0 161.8 48.0 161.8 48.0 161.8 29.4 99.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 36.0 32.2 .030 . 68.0 62.1 106.8 97.4 106.8 97.4 106.8 97.4 106.8 97.4 68.0 62.1 fa FA -14440 21030 -14104 21071 -18353 21749 -18353 21749 -22997 24896 -22997 24896 -24881 24896 -24881 24896 -22997 24896 -22997 24896 -18353 21749 -18353 21749 -14104 21071 952 109. -5778 23119 3199 30000 935 110. 12983 30000 24152 30000 30204 30000 30204 30000 24152 30000 12983 30000 +Moment -Moment 891 -1106 268 -1106 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 379 -1169 653 2.809 724 -827 0 -513 669 .351 0 0 0 0 0 0 0 0 0 0 0 0 fb FB 1036 27000 312 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 441 27000 2.241 323 27000 -229 30000 .136 0 30000 0 30000 0 300QO 0 30000 0 30000 0 30000 FE CM 147522 .9706 149407 .9717 99901 .9265 99901 .9265 99901 .9079 99901 .9079 99901 .9004 99901 .9004 99901 .9079 99901 .9079 99901 .9265 99901 .9265 149407 .9717 2 X 2 X 2 X 2 X 458029 .9962 4962776 .9997 1.5 X 1. 37631 .8620 14094 .3145 14094 ,1428 14094 .1428 14094 .3145 37631 .8620 ARat BRat -.516 .032 -.503 .010 -.634 .000 -.634 .000 -.695 .000 -.695 .000 -.751 .000 -.751 .000 -.695 .000 -.695 .000 -.634 .000 -.634 .000 -.503 .013 .163 .250 -.188 .010 .080 -.006 SRat .548 .513 .634 .634 .695 .695 .751 .751 .695 .695 .634 .634 .517 .197 .086 5 X .117 .433 .000 .805 .000 1.007 ,000 1.007 .000 .805 .000 .433 .000 .433 .805 1.007 1.007 .805 .433 Job: 1780901 Mark: J50 10-15-98 11:21:14 Page 129 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 125.42 in4 I act.= 159.20 in4 W-L/360= 317.3 W-L/240= 476.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.34" Actual Deflection = 1.04" Mem P01 P14 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 SOI S02 S03 S04 SOS S06 S07 Matl R875 R875 1212 1515 1513 1010 1210 1010 1010 1210 1010 1513 1515 1212 1010 1010 1010 1010 1010 1010 1010 Description # 7/8 RD 7/8 RD 1 1/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X .125 1 1/2 X .155 1 1/2 X .138 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .138 1 1/2 X .155 1 1/4 X .125 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 9751. 9751. -4364. 5760. -4659. 3558. -2457. 1604. 1604. -2457. 3558. -4659. 5760. -4364. -1376. -1102. -1102. -1290. -1102. -1102. -1376. LX 33.79 33.79 17.15 26.56 26.56 26.56 26.56 26.56 26.56 26.56 26.56 26.56 26.56 17.15 20.62 16.50 16.50 16.50 16.50 16.50 20.62 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 154 154 69 90 89 135 107 135 135 107 135 89 90 69 105 84 84 84 84 84 105 .49 .49 .78 .16 .90 .41 .74 .41 .41 .74 .41 .90 .16 .78 .09 .11 .11 .11 .11 .11 .09 Weld 4.1 4.1 2.3 2.5 2.3 2.2 2.0 2.0 2.0 2.0 2.2 2.3 2.5 2.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .601 .601 .701 .435 .697 .575 .733 .259 .259 .733 .575 .697 .435 .701 .494 .294 .294 .344 .294 .294 .494 Job: 1780901 Mark: J51 10-15-98 11:21:18 Page 130 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J5l Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 33.750 31.625 46.000 19,375 OAL: 43'- 2 6/8" BL: 42'-10 6/8" WL: 42'- 6 6/8" Right 16 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 33.750 31.625 46.000 19.375 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 21'- 5 3/8" Eff. Depth: 24.87 Support Locations: (From Left End Base Length) 1) O1- 2" 2) 42'- 8 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 287 1.00 240.00 2 287 4 0 1.33 .00 5 287 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 167 Load Distance Load Stress Deflec 1,33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 21'- 0" 0" 0" 0" 0" 5 3/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case Load Case Load Case # Load Case # Load Case # Load Case # 1 # 2 # 3 # 4 # 5 # 6 .4 .4 .0 .0 .4 .2 -6357 -6357 -6357 -3553 .6 .6 .0 .0 .6 .9 -6429.4 -6429.4 .0 .0 -6429.4 -3595.7 Job: 1780901 Mark: J51 10-15-98 11:21:18 Page 131 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem LC T01 T02 T03" T04 T05 T06 TO 7 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2017 2025 T20 T21 5 5 5 5 5 5 1 1 1 1 1 1 1 1 5 5 5 5 5 3 3 5 5 Force Pills -20576 0 -20203 0 -28665 0 -28665 0 -35794 0 -35794 0 -30708 1 -30708 1 -33406 1 -33406 1 -33406 1 -33406 1 -30708 1 -30708 1 -35794 0 -35794 0 -28665 0 -28665 0 -20203 0 .22 1. .00 -20576 0 -10000 0 LX KL/RX 31.8 51.3 31.6 51.1 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 31.6 51.1 097 31.8 29.0 6.0 5.5 LZ KL/RZ 31.8 80.5 31.6 80.2 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 31.6 80.2 623 1 31.8 51.0 6.0 9.6 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 36.0 32.0 fa FA -15286 16831 -15009 16886 -21296 22237 -21296 22237 -26592 22237 -26592 22237 -22813 25554 -22813 25554 -24818 25554 -24818 25554 -24818 25554 -24818 25554 -22814 25554 -22814 25554 -26592 22237 -26592 22237 -21296 22237 -21296 22237 -15009 16886 981 108. -6388 21429 -3105 26419 +Moment -Moment 1840 -2637 968 -2637 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1077 -2273 040 2.844 1732 -2273 0 -431 fb FB 2016 27000 1061 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1180 27000 2.365 733 27000 0 30000 FE CM 56746 .9192 57195 .9213 99312 .9142 99312 .9142 99312 .8929 99312 .8929 99312 .9081 99312 .9081 99312 .9000 99312 .9000 99312 .9000 99312 .9000 99312 .9081 99312 .9081 99312 .8929 99312 .8929 99312 .9142 99312 .9142 57195 .9213 2 X 2 X 2 X 2 X 178131 .9892 4987988 .9998 ARat BRat -.683 .066 -.668 .035 -.720 .000 -.720 .000 -.899 .000 -.899 .000 -.893 .000 -.893 .000 -.971 .000 -.971 .000 -.971 .000 -.971 .000 -.893 .000 -.893 .000 -.899 .000 -.899 .000 -.720 .000 -.720 .000 -.668 .038 .176 .250 -.224 .021 -.088 .000 SRat .749 .703 .720 .720 .899 .899 .893 .893 .971 .971 .971 .971 .893 .893 .899 .899 .720 .720 .707 .245 .088 Job: 1780901 2017 1.35 Mark: J51 .619 .394 1.232 .981 108.040 10-15-98 11:21:18 Page 132 ,913 .359 2 X 2 X .176 B01 B02 BOS B04 BOS B06 B07 BOS B09 1 1 1 1 1 1 1 1 1 14270 0 22507 0 28528 0 32334 0 33925 0 32334 0 28528 0 22507 0 14270 0 43.4 70.1 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 43.4 70.1 43.4 110.0 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 43.4 110.0 80.0 61.1 131.4 100.3 131.4 100.3 131.4 100.3 131.4 100.3 123.4 94.2 123.4 94.2 123.4 94.2 80.0 61.1 10601 30000 16721 30000 21194 30000 24022 30000 25203 30000 24022 30000 21194 30000 16721 30000 10601 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 30405 .8605 24828 .7306 24828 .6585 24828 .6130 24828 .5940 24828 .6130 24828 .6585 24828 .7306 30405 .8605 .353 .000 .557 .000 .706 .000 .801 .000. .840 .000 .801 .000 .706 .000 .557 .000 .353 .000 .353 .557 .706 .801 .840 .801 .706 .557 .353 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 394.89 in4 I act.= 417.31 in4 W-L/360= 202.2 W-L/240= 303.3 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.14" Actual Deflection = 2.11" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 PI 6 PI 7 PI 8 PI 9 SOI Matl R875 R875 1517 1515 1515 1212 1510 1010 1212 1010 1210 1210 1010 1212 1010 1510 1212 1515 1515 1517 1010 Description 7/8 RD 7/8 RD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X 1/2 X 1/2 X 1/4 X 1/2 X XIX 1/4 X XIX 1/4 X 1/4 X XIX 1/4 X XIX 1/2 X 1/4 X 1/2 X 1/2 X 1/2 X XIX 1 1/2 1 1/2 1 1/2 1 1/4 1 1/2 .109 1 1/4 .109 1 1/4 1 1/4 .109 1 1/4 .109 1 1/2 1 1/4 1 1/2 1 1/2 1 1/2 .109 X X X X X X X X X X X X X X .170 .155 .155 .125 .109 .125 .109 .109 .125 .109 .125 .155 .155 .170 tt 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 12657. 12657. -6934. 6677. -5880. 5082. -4284. 3487. -2689. 1891. -1384. -1384. 1891. -2689. 3487. -4284. 5082. -5880. 6677. -6934. -1296. LX 44.71 44.71 27.89 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 27.89 24.52 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.39 204 94 103 103 124 102 155 124 155 124 124 155 124 155 102 124 103 103 94 125 .39 .86 .76 .76 .42 .89 .85 .42 .85 .00 .00 .85 .42 .85 .89 .42 .76 .76 .86 .01 Weld 3.6 3.6 2.7 2.9 2.5 2.7 2.6 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.6 2.7 2.5 2.9 2.7 2.-0 SRatio .780 .780 .908 .505 .965 .571 .989 .564 .939 .306 .547 .547 .306 .939 .564 .989 .571 .965 .505 .908 .658 Job: 1780901 Mark: J51 10-15-98 11:21:18 Page 133 S02 S03 S04 SOB S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1 1 1 1 1 1 1 1 X X X X X X X X X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1163. -1163. -1163. -1163. -1163. -1163. -1163. -1163. -1296. 22 22 22 22 22 22 22 22 24 .00 .00 .00 .00 .00 .00 .00 .00 .52 0 0 0 0 0 0 0 0 0 112 112 112 112 112 112 112 112 125 .14 .14 .14 .14 .14 .14 .14 .14 .01 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .475 .475 .475 .475 .475 .475 .475 .475 .658 Job: 1780901 Mark: J52 10-15-98 11:21:22 Page 134 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J52 Req. by: ASE8 LOG: CARLSBAD TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 29.000 27.000 46.000 10.000 OAL: 45'- 4" BL: 45'- 4" WL: 45'- 0" 18 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22'- 8" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 45'- 2" CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 29.000 27.000 46.000 10.000 Eff. Depth: 24.86' Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 257 1.00 240.00 2 257 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 257 1.33 .00 6 142 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 22'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- 0'- O1- 0'- O1- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -6032 -6032 -6032 -3194 .4 .4 .0 .0 .4 .9 2-Y -6032 -6032 -6032 -3194 .4 .4 .0 .0 .4 .9 Job: 1780901 Mark: J52 10-15-98 11:21:22 Page 135 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem T01 T02 T03 T04 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2017 2025 T22 LC 5 5 5 5 5 5 5 5 1 1 1 1 1 1 5 5 5 5 5 5 5 3 3 5 Force Fills -20165 0 -19770 0 -26307 0 -26307 0 -33736 0 -33736 0 -39181 0 -39181 0 -32641 1 -32641 1 -34116 1 -34116 1 -32641 1 -32641 1 -39181 0 -39181 0 -33736 0 -33736 0 -26307 0 -26307 0 -19770 0 .22 1. .00 -20165 0 LX KL/RX 27.0 43.6 27.0 43.6 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 27.0 43.6 097 27.0 24.6 LZ KL/RZ 27.0 68.5 27.0 68.5 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 27.0 68.5 623 1. 27.0 43.3 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 123 . 36.0 32.0 fa FA -14981 18839 -14687 18839 -19544 22237 -19544 22237 -25063 22237 -25063 22237 -29108 22237 -29108 22237 -24250 25554 -24250 25554 -25346 25554 -25346 25554 -24250 25554 -24250 25554 -29108 22237 -29108 22237 -25063 22237 -25063 22237 -19544 22237 -19544 22237 -14687 18839 981 108: -6260 22435 +Moment -Moment 1201 -1683 585 -1683 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 660 -1448 040 2.844 1295 -1448 fb FB 1316 27000 641 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 723 27000 2.365 548 27000 FE CM 78468 .9427 78468 .9438 99312 .9213 99312 .9213 99312 .8991 99312 .8991 99312 .8828 99312 .8828 99312 .9023 99312 .9023 99312 .8979 99312 .8979 99312 .9023 99312 .9023 99312 .8828 99312 .8828 99312 .8991 99312 .8991 99312 .9213 99312 .9213 78468 .9438 2 X 2 X 2 X 2 X 246320 .9924 ARat BRat -.598 .041 -.586 .020 -.661 .000 -.661 .000 -.847 .000 -.847 .000 -.984 .000 -.984 .000 -.949 .000 -.949 .000 -.992 .000 -.992 .000 -.949 .000 -.949 .000 -.984 .000 -.984 .000 -.847 .000 -.847 .000 -.661 .000 -.661 .000 -.586 .023 .176 .250 -.210 .016 SRat .639 .606 .661 .661 .847 .847 .984 .984 .949 .949 .992 .992 .949 .949 .984 .984 .847 .847 .661 .661 .609 .226 Job: 1780901 Mark: J52 10-15-98 11:21:22 Page 136 2020 1.56 .615 .393 1.239 1.000 106.999 1.022 .413 2 X 2 X .205 B01 B02 B03 B04 BOS B06 B07 BOS B09 BIO l 1 1 1 1 1 1 1 1 1 Summary 11848 0 20270 0 26707 0 31159 0 33627 0 33627 0 31159 0 26707 0 20270 0 11848 0 of Joist 34.0 55.3 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 34.0 55.3 34.0 86.5 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 34.0 86.5 Deflection 88.0 66.8 88.0 66.8 130.0 98.6 130.0 98.6 138.0 104.7 138.0 104.7 138.0 104.7 138.0 104.7 88.0 66.8 88.0 66.8 Criteria 7614 30000 13027 30000 17164 30000 20026 30000 21612 30000 21612 30000 20026 30000 17164 30000 13027 30000 7614 30000 (in, inA4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48845 .9376 24507 .7874 24507 .7198 24507 .6731 24507 .6473 24507 .6473 24507 .6731 24507 .7198 24507 .7874 48845 .9376 .254 .000 .434 .000 .572 .000 .668 .000 .720 .000 .720 .000 .668 .000 .572 .000 .434 .000 .254 .000 .254 .434 .572 .668 .720 .720 .668 .572 .434 .254 I req.= 417.91 in4 I act.= 447.11 in4 W-L/360= 183.3 W-L/240= 275.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.27" Actual Deflection = 2.22" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 PI 5 P16 P17 P18 Matl R875 R875 1513 1515 1515 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 Description 7/8 RD 7/8 RD 1 1/2 1 1/2 1 1/2 1 1/4 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/4 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/4 1.5 X . X .109 X 1 1/2 X .109 X 1 1/4 X .109 X .109 X 1 1/4 X .109 X 1 1/2 X .109 1.5 X . X 1 1/4 X X X X 117 X X X X 117 X .138 .155 .155 .125 .109 .109 .109 .109 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 12184. 12184. -5837. 6768. -6053. 5339. -4624. 3910. -3196. 2481. -1767. 1384. 1384. -1767. 2481. -3195. 3910. -4624. 5339. LX 44.72 44 23 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 .72 .71 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 .58 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.45 204 80 103 103 124 103 155 102 155 124 155 155 124 155 102 155 103 124 .45 .25 .79 .79 .44 .08 .88 .91 .88 .03 .88 .88 .03 .88 .91 .88 .08 .44 Weld 3.4 3.4 2.8 2.9 2.6 2.8 2.6 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.6 2.8 SRatio .750 .750 .781 .512 .993 .599 .992 .632 .738 .401 .698 .224 .224 .698 .401 .738 .632 .992 .599 Job: 1780901 Mark: J52 10-15-98 11:21:22 Page 137 P19 P20 P21 SOI S02 S03 S04 805 S06 S07 SOS S09 S10 Sll 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1/2 1 1/2 1 1/2 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1 1 1 1 1 1 1 1 1 1 X X X X X X X X X X X X X X 1 1/2 X . 1 1/2 X . 1 1/2 X . .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 155 1 155 1 138 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -6053. 6768. -5837. -1413. -1167. -1167. -1167. -1167. -1185. -1167. -1167. -1167. -1167. -1413. 30 30 23 26 22 22 22 22 22 22 22 22 22 26 .58 .58 ,71 .65 .00 .00 .00 .00 .00 .00 .00 .00 .00 .65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103. 103. 80. 135. 112. 112. 112. 112. 112. 112. 112. 112. 112. 135. 79 79 25 86 14 14 14 14 14 14 14 14 14 86 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .6 .9 .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .993 .512 .781 .847 .477 .477 .477 .477 .484 .477 .477 .477 .477 .847 Job: 1780901 Mark: J53 10-15-98 11:21:26 Page 138 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K10 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) OAL; BL: WL; 18 Mark: J53 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.o-Ff-i-it5J. *- : PP: : PP: 2 29 26 46 9 .000 .000 .000 .875 .000 .875 45'- 3 5/8' 45'- 3 5/8' 44'-11 5/8' & 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22'- 7 6/8" Eff. Depth: 24.83 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 45'- 1 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 306 1.00 240.00 2 306 4 0 1.33 .00 5 306 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 167 Stress Deflec 1.33 -00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1090 1090 500 0'- 0'- 0'- 0'- 0'- 22'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case Load Case Load Case # Load Case Load Case Load Case # # 1 ft 2 # 3 # 4 # 5 # 6 .2 .2 .0 .0 .2 .1 -7130 -7130 -7130 -3754 .1 .1 .0 .0 .1 .8 -7130.1 -7130.1 .0 .0 -7130.1 -3754.8 Job: 1780901 Mark: J53 10-15-98 11:21:26 Page 139 Matl Area RX RZ RYY Q Cc SXS SXL Description 2020 1.56 .615 .393 1.239 1.000 106.999 .413 1.022 2 X 2 X .205 Mem LC T01 TO 2 T03 T04 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2020 2025 T22 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 3 3 5 Force Fills -22023 0 -21553 0 -29246 0 -29246 0 -38007 0 -38007 0 -34401 0 -34401 0 -38430 1 -38430 1 -40092 1 -40092 1 -38423 1 -38423 1 -34388 0 -34388 0 -37987 0 -37987 0 -29220 0 -29220 0 -21554 0 .43 1. .00 -22026 0 LX KL/RX 27.0 43.9 26.9 43.7 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 26.9 43.7 098 26.9 24.5 LZ KL/RZ 27.0 68.7 26.9 68.4 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 26.9 68.4 623 1 26.9 43.2 LYY KL/RYY 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 .134 1. 36.0 31.7 fa FA -14154 19057 -13852 19110 -18796 22532 -18796 22532 -24427 22532 -24427 22532 -22110 22532 -22110 22532 -24699 25967 -24699 25967 -25767 25967 -25767 25967 -24694 25967 -24694 25967 -22101 22532 -22101 22532 -24414 22532 -24414 22532 -18780 22532 -18780 22532 -13852 19110 000 106. -6420 22842 +Moment -Moment 1433 -1996 684 -1996 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 775 -1711 999 2.910 1526 -1711 fb FB 1401 27000 669 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 758 27000 2.625 581 27000 FE CM 77455 .9452 78177 .9468 98029 .9233 98029 .9233 98029 .9003 98029 .9003 98029 .9098 98029 .9098 98029 .8992 98029 .8992 98029 .8949 98029 .8949 98029 .8992 98029 .8992 98029 .9098 98029 .9098 98029 .9004 98029 .9004 98029 .9234 98029 .9234 78177 .9468 2 X 2 X 2 X 2 X 249483 .9923 ARat BRat -.558 .043 -.545 .020 -.627 .000 -.627 .000 -.815 .000 -.815 .000 -.981 .000 -.981 .000 -.951 .000 -.951 .000 -.992 .000 -.992 .000 -.951 .000 -.951 .000 -.981 .000 -.981 .000 -.815 .000 -.815 .000 -.627 .000 -.627 .000 -.545 .023 .205 .250 -.211 .016 SRat .601 .565 .627 .627 .815 .815 .981 .981 .951 .951 .992 .992 .951 .951 .981 .981 .815 .815 .627 .627 .568 .228 Job: 1780901 Mark: J53 10-15-98 11:21:26 Page 140 2025 1.88 .609 .391 1.250 1.000 106.999 1.175 .494 2 X 2 X .250 B01 B02 B03 B04 BOS B06 B07 B08 B09 BIO 1 1 1 1 1 1 1 1 1 1 13979 0 23922 0 31500 0 36712 0 39558 0 39553 0 36701 0 31483 0 23899 0 13950 0 33.9 55.6 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 33.8 55.4 33.9 86.6 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 33.8 86.3 87 65 87 65 138 104 138 104 138 104 138 104 130 98 130 98 87 65 87 65 .0 .4 .0 .4 .9 .4 .9 .4 .9 .4 .9 .4 .8 .3 .8 .3 .0 .4 .0 .4 7455 30000 12758 30000 16800 30000 19580 30000 21097 30000 21095 30000 19574 30000 16791 30000 12746 30000 7440 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48249 .9382 24031 .7876 24031 .7204 24031 .6741 24031 .6488 24031 .6489 24031 .6742 24031 .7205 24031 .7878 48607 .9388 .249 .000 .425 .000 .560 .000 .653 .000 .703 .000 .703 .000 .652 .000 .560 .000 .425 .000 .248 .000 .249 .425 .560 .653 .703 .703 .652 .560 .425 .248 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 496.55 in4 I act.= 525.65 in4 W-L/360= 216.0 W-L/240= 323.9 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.27" Actual Deflection = 2.24" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 PI 3 P14 PI 5 P16 P17 PI 8 Matl R875 R875 1517 2016 1717 1513 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1513 Description 7/8 RD 7/8 RD 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X X 2 X 3/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1 1/2 .163 1 3/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 X X X X X X X X X X .170 .170 .138 .138 .109 .109 .109 .109 .138 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 14315. 14318. -6833. 7927. -7076. 6225. -5374. 4523. -3672. 2821. -1970. 1516- 1516. -1974. 2825. -3676. 4527. -5379. 6230. LX 44.76 44.76 23.68 30.60 30.60 30.60 30 ..60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.62 204 80 77 88 103 103 155 102 155 124 155 155 124 155 102 155 103 103 .62 .53 .43 .87 .55 .55 .96 .96 .96 .09 .96 .96 .09 .96 .96 .96 .55 .55 Weld 3.5 3.5 2.7 3.2 2.8 3.0 2.6 2.8 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.8 2.6 3.0 SRatio .882 .882 .751 .423 .728 .525 .981 .731 .848 .456 .779 .245 .245 .781 .457 .849 .732 .982 .526 Job: 1780901 Mark: J53 10-15-98 11:21:26 Page 141 PI 9 P20 P21 SOI S02 S03 S04 SOS S06 S07 SOS S09 S10 Sll 1717 2016 1515 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 3/4 X 2 X 2 X 1 1/2 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 3/4 X .170 .163 1 1/2 X .155 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -7081. 7932. -6824. -1564. -1290. -1290. -1290. -1290. -1311. -1290. -1290. -1290. -1290. -1568. 30.60 30.60 23.63 26.66 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 26.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 77 80 135 112 112 112 112 112 112 112 112 112 136 .87 .43 .22 .90 .14 .14 .14 .14 .14 .14 .14 .14 .14 .22 2.8 3.2 2.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .728 .423 .816 .938 .527 .527 .527 .527 .536 .527 .527 .527 .527 .945 Job: 1780901 Mark: J54 10-15-98 11:21:30 Page 142 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J54 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.^-Ft-J-iCi. L, : PP: : PP: 2 29 26 46 9 .000 .000 .000 .875 .000 .875 OAL: 45'- 3 5/8" BL: 45'- 3 5/8" WL: 44'-11 5/8" 18 @ 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22'- 7 6/8" Eff. Depth: 24.86 Support Locations: (Prom Left End Base Length) 1} O1- 2" 2) 45'- 1 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 258 1.00 240.00 2 258 4 0 1.33 .00 5 258 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 142 Stress Deflec 1.33 .00 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb Secweb TC-LE N/A N/A N/A N/A N/A. GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 22'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- O1- O1- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -6050 -6050 -6050 -3192 .9 .9 .0 .0 .9 .7 2~-Y -6050 -6050 -6050 -3192 .9 .9 .0 .0 .9 .7 Job: 1780901 Mark: J54 10-15-98 11:21:30 Page 143 Matl Area RX RZ RYY Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem T01 T02 T03 T04 T05 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2017 2025 T22 LC 5 5 5 5 5 5 5 5 1 1 1 1 1 1 5 5 5 5 5 5 5 3 3 5 Force Fills -20196 0 -19800 0 -26332 0 -26332 0 -33787 0 -33787 0 -39248 0 -39248 0 -32717 1 -32717 1 -34192 1 -34192 1 -32711 1 -32711 1 -39237 0 -39237 0 -33770 0 -33770 0 -26310 0 -26310 0 -19800 0 .22 1. .00 -20198 0 LX KL/RX 27.0 43.6 26.9 43.4 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 26.9 43.4 097 26.9 24.5 LZ KL/RZ 27.0 68.5 26.9 68.1 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 26.9 68.1 623 1 26.9 43.1 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 fa FA -15004 18839 -14710 18890 -19563 22237 -19563 22237 -25101 22237 -25101 22237 -29158 22237 -29158 22237 -24306 25554 -24306 25554 -25402 25554 -25402 25554 -24301 25554 -24301 25554 -29149 22237 -29149 22237 -25088 22237 -25088 22237 -19546 22237 -19546 22237 -14710 18890 981 108. -6271 22460 +Moment -Moment 1208 -1683 577 -1683 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 655 -1438 040 2.844 1288 -1438 fb FB 1324 27000 632 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 718 27000 2.365 545 27000 FE CM 78468 .9426 79200 .9443 99312 .9212 99312 .9212 99312 .8989 99312 .8989 99312 .8826 99312 .8826 99312 .9021 99312 .9021 99312 .8977 99312 .8977 99312 .9021 99312 .9021 99312 .8826 99312 .8826 99312 .8990 99312 .8990 99312 .9213 99312 .9213 79200 .9443 2 X 2 X 2 X 2 X 248617 .9924 ARat BRat -.599 .041 -.585 .020 -.661 .000 -.661 .000 -.849 .000 -.849 .000 -.986 .000 -.986 .000 -.951 .000 -.951 .000 -.994 .000 -.994 .000 -.951 .000 -.951 .000 -.986 .000 -.986 .000 -.848 .000 -.848 .000 -.661 .000 -.661 .000 -.586 .022 .176 .250 -.210 .016 SRat .640 .605 .661 .661 .849 .849 .986 .986 .951 .951 .994 .994 .951 .951 .986 .986 .848 .848 .661 .661 .608 .226 Job: 1780901 Mark: J54 10-15-98 11:21:30 Page 144 2020 1.56 .615 .393 1.239 1.000 106.999 1.022 .413 2 X 2 X .205 B01 B02 B03 B04 BOS B06 B07 BOS B09 BIO 1 1 1 1 1 1 1 1 1 1 11858 0 20309 0 26767 0 31232 0 33705 0 33701 0 31223 0 26752 0 20289 0 11834 0 33.9 55.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 33.8 54.9 33.9 86.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 33.8 85.9 87.0 66.0 87.0 66.0 135.0 102.4 135.0 102.4 135.0 102.4 135.0 102.4 134.6 102.1 134.6 102.1 87.0 66.0 87.0 66.0 7621 30000 13052 30000 17203 30000 . 20073 30000 21662 30000 21659 30000 20067 30000 17194 30000 13040 30000 7605 30000 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 49206 .9380 24507 .7870 24507 .7192 24507 .6724 24507 .6464 24507 .6465 24507 .6725 24507 .7194 24507 .7872 49571 .9386 .254 .000 .435 .000 .573 .000 .669 .000 .722 .000 .722 .000 .669 .000 .573 .000 .435 .000 .254 .000 .254 .435 .573 .669 .722 .722 .669 .573 .435 .254 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 418.66 in4 I act.= 447.11 in4 W-L/360= 183.7 W-L/240= 275.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.27" Actual Deflection = 2.23" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 PI 7 P18 Matl R875 R875 1513 1515 1515 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 Description 7/8 RD 7/8 RD 1 1/2 1 1/2 1 1/2 1 1/4 1.5 X 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1.5 X 1 1/4 X X X X 1. X X X X X X X X X X 1. X 1 1/2 1 1/2 1 1/2 1 1/4 5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 5 X . 1 1/4 X X X X 117 X X X X 117 X .138 .155 .155 .125 .109 .109 .109 .109 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 12219. 12222. -5844. 6789. -6072. 5355. -4638. 3921. -3203. 2486. -1769. 1384. 1384. -1773. 2490. -3207. 3924, -4642. 5359. LX 44.72 44.72 23.67 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30,58 30.58 30.58 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.45 204 80 103 103 124 103 155 102 155 124 155 155 124 155 102 155 103 124 .45 .12 .79 .79 .44 .08 .88 .91 .88 .03 .88 .88 .03 .88 .91 .88 .08 .44 Weld 3.4 3.4 2.8 2.9 2.6 2.9 2.6 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.6 2.9 SRatio .753 .753 .781 .513 .997 .601 .995 .634 .740 .402 .699 .224 .224 .701 .403 .740 .635 .996 .602 Job: 1780901 Mark: J54 10-15-98 11:21:30 Page 145 PI 9 P20 P21 SOI S02 803 S04 SOS S06 S07 SOS S09 S10 Sll 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1/2 1 1/2 1 1/2 1 X 1 X 1 X 1 X 1 X 1 X Z X 1 X 1 X 1 X 1 X 1 1 1 1 1 1 1 1 1 1 1 X X X X X X X X X X X X X X 1 1/2 X . 1 1/2 X . 1 1/2 X . .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 155 1 155 1 138 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -6076. 6793. -5837. -1414. -1167. -1167. -1167. -1167. -1186. -1167, -1167. -1167. -1167. -1417. 30 30 23 26 22 22 22 22 22 22 22 22 22 26 .58 .58 .63 .65 .00 .00 .00 .00 .00 .00 .00 .00 .00 .71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 103 79 135 112 112 112 112 112 112 112 112 112 136 .79 .79 .98 .86 .14 .14 .14 .14 .14 .14 .14 .14 .14 .18 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .6 .9 .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .997 .513 .779 .848 .477 .477 .477 .477 .484 .477 .477 .477 .477 .854 Job: 1780901 Mark: J55 10-15-98 11:21:35 Page 146 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: JS5 Req. by: ASE8 LOC: CARLSBAD CA Tech: MLC Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 OAL: 45'- 3 4/8" BL: 45'- 3 4/8" WL: 44'-ll 4/8" 18 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge O 22'- 7 6/8" Eff. Depth: 24.86 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 45'- 1 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 258 1.00 240.00 2 258 4 0 1.33 .00 5 258 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 142 Load Distance Load Stress Deflec 1.33 .00 1.00 360.00 Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 22'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- 0'- O1- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case ft # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -6049 -6049 -6049 -3192 .5 .5 .0 .0 .5 .0 2-Y -6049 -6049 -6049 -3192 .5 .5 .0 .0 .5 .0 Job: 1780901 Mark: J55 10-15-98 11:21:35 Page 147 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem LC TOl T02 TO 3 T04 TO 5 T06 T07 TO 8 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2017 2025 T22 5 5 5 5 5 5 5 5 1 1 1 1 1 1 5 5 5 5 5 5 5 3 3 5 Force Fills -20196 0 -19798 0 -26306 0 -26306 0 -33763 0 -33763 0 -39227 0 -39227 0 -32699 1 -32699 1 -34178 1 -34178 1 -32699 1 -32699 1 -39227 0 -39227 0 -33763 0 -33763 0 -26306 0 -26306 0 -19798 0 .22 1. .00 -20196 0 LX KL/RX -26.9 43.4 26.9 43.4 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 26.9 43.4 097 26.9 24,5 LZ KL/RZ 26.9 68.1 26.9 68.1 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 26.9 68.1 623 1 26.9 43.1 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 '36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 fa FA -15004 18890 -14708 18890 -19543 22237 -19543 22237 -25083 22237 -25083 22237 -29142 22237 -29142 22237 -24292 25554 -24292 25554 -25391 255S4 -25391 25554 -24292 25554 -24292 25554 -29143 22237 -29143 22237 -25083 22237 -25083 22237 -19543 22237 -19543 22237 -14708 18890 981 108, -6270 22460 +Moment -Moment 1195 -1673 580 -1673 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 655 -1438 040 2.844 1288 -1438 fb FB 1309 27000 635 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 718 27000 2.365 545 27000 FE CM 79200 .9432 79200 .9443 99312 .9213 99312 .9213 99312 .8990 99312 .8990 99312 .8826 99312 .8826 99312 .9022 99312 .9022 99312 .8977 99312 .8977 99312 .9022 99312 .9022 99312 .8326 99312 .8826 99312 .8990 99312 .8990 99312 .9213 99312 .9213 79200 .9443 2 X 2 X 2 X 2 X 248617 .9924 ARat BRat -.597 .041 -.585 .020 -.661 ".000 -.661 .000 -.848 .000 -.848 .000 -.985 .000 -.985 .000 -.951 .000 -.951 .000 -.994 .000 -.994 .000 -.951 .000 -.951 .000 -.985 .000 -.985 .000 -.848 .000 -.848 .000 -.661 .000 -.661 .000 -.585 .022 .176 .250 -.210 .016 SRat .638 .605 .661 .661 .848 .848 .985 .985 .951 .951 .994 .994 .951 .951 .985 .985 .848 .848 .661 .661 .608 .226 Job: 2020 B01 B02 B03 B04 BOS B06 B07 BOS B09 BIO 1780901 1. 1 1 1 1 1 1 1 1 1 1 Summary Mark:JS5 56 .615 .393 1. 11831 0 20284 0 26744 0 31212 0 33688 0 33688 0 31212 0 26744 0 20284 0 11831 0 of Joist 33.8 54.9 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 33.8 54.9 33.8 85.9 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 33.8 85.9 Deflection 10-15-98 239 1.000 106.999 1.022 87.0 66.0 87.0 66.0 135.0 102.4 135.0 102.4 135.0 102.4 135.0 102.4 134.5 102.1 134.5 102.1 87.0 66.0 87.0 66.0 Criteria 7604 30000 13036 30000 17188 30000 20060 30000 21651 30000 21651 30000 20060 30000 17188 30000 13036 30000 7604 30000 (in, in"*4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 11:21:35 Page 148 .413 2 X 2 X . 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 49571 .9386 24507 .7872 24507 .7195 24507 .6726 24507 .6466 24507 .6466 24507 .6726 24507 .7195 24507 .7872 49571 .9386 205 .253 .000 .435 .000 .573 .000 .669 .000 .722 .000 .722 .000 .669 .000 .573 .000 .435 .000 .253 .000 .253 .435 .573 .669 .722 .722 .669 .573 .435 .253 I req.= 418.37 in4 I act.= 447.11 in4 W-L/360= 183.8 W-L/240= 275.7 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.26" Actual Deflection = 2.22" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 P17 PI 8 Matl R875 R875 1513 1515 1515 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 '1511 1212 Description 7/8 RD 7/8 RD 11/2X1 1/2 X 11/2X1 1/2 X 1 1/2 X 1 1/2 X 1 1/4 X 1 1/4 X 1.5 X 1.5 X .117 1 X 1 X .109" 1 1/2 X 1 1/2 X 1 X 1 X .109 11/4X1 1/4 X 1 X 1 X .109 1 X 1 X .109 11/4X1 1/4 X 1 X 1 X .109 11/2X1 1/2 X 1 X 1 X .109 1.5 X 1.5 X .117 11/4X1 1/4 X .138 .155 .155 .125 .109 .109 .109 .109 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "l Force 12219. 12219. -5836. 6791. -6074. 5357. -4640. 3922. -3205. 2488. -1771. 1384. 1384. -1771. 2488. -3205. 3922. -4640. 5357. LX 44.72 44.72 23.63 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 B 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.45 204.45 79.98 103.79 103.79 124.44 103.08 155.88 102.91 155.88 124.03 155.88 155.88 124.03 155.88 102.91 155.88 103.08 124.44 Weld 3.4 3.4 2.8 2.9 2.6 2.9 2.6 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.6 2.9 SRatio .753 .753 .779 .513 .997 .601 .995 .634 .740 .402 .700 .224 .224 .700 .402 .740 .634 .995 .601 Job: 1780901 Mark: JS5 10-15-98 11:21:35 Page 149 P19 P20 P21 SOI S02 S03 S04 SOB S06 S07 S08 S09 S10 Sll 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 11/2X1 1/2 X .155 1 1/2 X 1 1/2 X .155 1 1/2 X 1 1/2 X .138 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 X 1 X .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -6074. 6791. -5836. -1417. -1167. -1167. -1167. -1167. -1187. -1167. -1167. -1167. -1167. -1417. 30.58 30.58 23.63 26.71 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 26.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 103 79 136 112 112 112 112 112 112 112 112 112 136 .79 .79 .98 .18 .14 .14 .14 .14 .14 .14 .14 .14 .14 .18 2.6 2.9 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .997 .513 .779 .854 .477 .477 .477 .477 .485 .477 .477 .477 .477 .854 Job: 1780901 Mark: J56 10-15-98 11:21:38 Page 150 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J56 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 OAL: 45'- 3 4/8" BL: 45'- 3 4/8" WL: 44'-ll 4/8" Right 18 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.S75 46.000 9.750 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22'- 7 6/8" Eff. Depth: 24.87 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 45'- 1 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 258 1.00 240.00 2 142 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases MinS PriWeb MinS SecWeb Joist Reactions Load Case # 1 Load Case # 2 N/A 996 0'- 0" 0 O1- 0" N/A 996 0'- 0" 0 0'- 0" (Ibs) 1-X 1-Y 2-Y .2 -5799.5 -5799.5 .1 -3192.0 -3192.0 1 1 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 -913 2 X 2 X .176 LX LZ LYY KL/RX KL/RZ KL/RYY 26.9 26.9 36.0 43.4 68.1 29.2 26.9 26.9 36.0 43.4 68.1 29.2 24.0 24.0 36.0 Mem LC T01 1 T02 1 T03 1 Force Fills -9751 0 -9353 0 -15520 fa FA -7244 18890 -6948 18890 11530 +Moment -Moment 1195 -1673 580 -1673 0 fb FB -4656 27000 -4656 27000 0 FE CM 79200 .9726 79200 .9737 99312 ARat BRat -.268 -.172 -.257 -.172 -.519 SRat .441 .430 Job: T04 TO 5 T061i T07 TO 8 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2017 2025 T22 2018 B01 B02 603 B04 BOS B06 1780901 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 1 1 1 1 1 1 1 1 0 -15520 0 -22492 0 -22492 0 -27473 0 -27473 0 -30461 1 -30461 1 -31457 1 -31457 1 -30461 1 -30461 1 -27473 0 -27473 0 -22493 0 -22493 0 -15520 0 -15520 0 -9353 0 .22 1. .00 -9751 0 .43 11287 0 19255 0 25232 0 29216 0 31208 0 31208 Mark: J56 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 26.9 43.4 097 26.9 24.5 617 33.8 54.7 48.0 77.7 48.0 77.7 48.0 77.7 48.0 77.7 48.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 26.9 68.1 623 1. 26.9 43.1 394 1. 33.8 85.7 48.0 121.9 48.0 121.9 48.0 121.9 48.0 121.9 48.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 123 . 36.0 32.0 234 1. 87.0 66.2 87.0 66.2 135.0 102.8 135.0 102.8 135.0 102.8 135.0 22237 -11530 22237 -16710 22237 -16710 22237 -20410 22237 -20410 22237 -22630 25554 -22630 25554 -23370 25554 -23370 25554 -22630 25554 -22630 25554 -20410 22237 -20410 22237 -16710 22237 -16710 22237 -11530 22237 -11530 22237 -6948 18890 981 108.040 -3027 22460 000 106.999 7915 30000 13503 30000 17693 30000 20487 30000 21884 30000 21884 10-15-98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 655 1438 2.844 1288 1438 .955 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 -4003 27000 2.365 545 27000 .380 0 30000 0 30000 0 30000 0 30000 0 30000 0 11:21:38 Page 151 .9536 99312 .9536 99312 .9327 99312 .9327 99312 .9178 99312 .9178 99312 .9089 99312 .9089 99312 .9059 99312 .9059 99312 .9089 99312 .9089 99312 .9178 99312 .9178 99312 .9327 99312 .9327 99312 .9536 99312 .9536 79200 .9737 2 X 2 X 2 X 2 X 248617 .9963 2 X 2 X 49971 .9366 24705 .7814 24705 .7135 24705 .6683 24705 .6457 24705 .000 -.519 .000 -.751 .000 -.751 .000 -.918 .000 -.918 .000 -.886 .000 -.886 .000 -.915 .000 -.915 .000 -.886 .000 -.886 .000 -.918 .000 -.918 .000 -.751 .000 -.751 .000 -.519 .000 -.519 .000 -.257 -.148 .176 .250 -.135 .021 .187 .264 .000 .450 .000 .590 .000 .683 .000 .729 .000 .729 ;si9 .519 .751 .751 .918 .918 .886 .886 . 915 , .915 .886 .886 .918 .918 .751 .751 .519 .519 .406 .156 .264 .450 .590 .683 .729 Job: 1780901 Mark: J56 10-15-98 11:21:38 Page 152 B07 BOS B09 BIO 0 77.7 121.9 102.8 1 29216 48.0 48.0 134.5 0 77.7 121.9 102.4 1 25232 48.0 48.0 134.5 0 77.7 121.9 102.4 1 19255 48.0 48.0 87.0 0 77.7 121.9 66.2 1 11287 33.8 33.8 87.0 0 54.7 85.7 66.2 Summary of 30000 20487 30000 17693 30000 13503 30000 7915 30000 0 30000 0 0 0 30000 0 0 0 30000 0 0 0 30000 0 0 0 30000 .6457 24705 .6683 24705 .7135 24705 .7814 49971 .9366 .000 .683 .000 .590 .000 .450 .000 .264 .000 .729 .683 .590 .450 .264 Joist Deflection Criteria (in, inA4, plf) I req.=* 418.37 Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 P17 P18 PI 9 P20 P21 SOI S02 S03 S04 S05 S06 S07 SOS S09 S10 Sll Matl R875 R875 1512 1513 1513 1010 1510 1010 1210 1010 1210 1010 1010 1210 1010 1210 1010 1510 1010 1513 1513 1512 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 in4 I act.= Description 7/8 RD 7/8 RD 1 1/2 1 1/2 1 1/2 1X1 1 1/2 1X1 1 1/4 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/4 1X1 1 1/2 1X1 1 1/2 1 1/2 1 1/2 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 X 1 1/2 X .123 X 1 1/2 X .138 X 1 1/2 X .138 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/4 X .109 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 X 1 1/2 X .138 X 1 1/2 X .138 X 1 1/2 X .123 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 429.21 ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 in4 W-L/360= 176 Force 11200. 11200. -5298. 6096. -5378. 4661. -3944. 3227. -2510. 1793. -1384. 1384. 1384. -1384. 1793. -2510. 3227. -3944. 4661. -5378. 6096. -5298. -1400. -1153. -1153. -1153. -1153. -1153. -1153. -1153. -1153. -1153. -1400. LX 44.72 44.72 23.63 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 23.63 26.71 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 26.71 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .5 W-L/240= L/R 204.41 204.41 79.75 103.48 103.48 155.86 102.90 155.86 124.01 155.86 124.01 155.86 155.86 124.01 155.86 124.01 155.86 102.90 155.86 103.48 103.48 79.75 136.17 112.14 112.14 112.14 112.14 112.14 112.14 112.14 112.14 112.14 136.17 Weld 3.2 3.2 2.9 2.9 2.6 2.9 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.9 2.6 2.9 2.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 264.7 SRatio .690 .690 .808 .514 .981 .754 .910 .522 .992 .290 .547 .224 .224 .547 .290 .992 .522 .910 .754 .981 .514 .807 .844 .471 .471 .471 .471 .471 .471 .471 .471 .471 .844 Job: 1780901 Mark: J57 10-15-98 11:21:42 Page 153 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K10 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J57 Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: TC WP: TC EndP: TC 1st PP: EC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 OAL: 45'- 3 4/8" BL: 45'- 3 4/8" WL: 44'-ll 4/8" 18 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22 Support Locations: (From Left End Base Length) 1} 0'- 2" 2) 45'- 1 4/8" Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 - 7 6/8" Eff. Depth: 24.83 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 306 1.00 240.00 2 306 1.00 ,00 3 0 1.33 .00 4 0 1.33 .00 5 306 1.33 .00 6 167 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1090 1090 500 0'- 0'- 0'- 0'- O1- 22'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -7128 -7128 -7128 -3754 .5 .5 .0 .0 .5 .0 2-Y -7128 -7128 -7128 -3754 .5 .5 .0 .0 .5 .0 Job: 1780901 Mark: J57 10-15-98 11:21:42 Page 154 Matl Area RX RZ RYY Q Cc SXS SXL Description 2020 1.56 .615 .393 1.239 1.000 106.999 .413 1.022 2 X 2 X .205 Mem LC T01 T02 T03 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2020 2025 T22 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 3 3 5 Force Pills -22023 0 -21551 0 -29215 0 -29215 0 -37979 0 -37979 0 -34377 0 -34377 0 -38409 1 -38409 1 -40075 1 -40075 1 -38409 1 -38409 1 -34377 0 -34377 0 -37979 0 -37979 0 -29215 0 -29215 0 -21551 0 .43 1. .00 -22024 0 LX KL/RX 26.9 43.7 26.9 43.7 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 26.9 43.7 098 26.9 24.5 L2 KL/RZ 26.9 63.4 26.9 68.4 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 26.9 68.4 623 1 26.9 43.2 LYY KL/RYY 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 .134 1. 36.0 31.7 fa FA -14154 19110 -13851 19110 -18776 22532 -18776 22532 -24409 22532 -24409 22532 -22094 22532 -22094 22532 -24685 25967 -24685 25967 -25756 25967 -25756 25967 -24685 25967 -24685 25967 -22094 22532 -22094 22532 -24409 22532 -24409 22532 -18776 22532 -18776 22532 -13851 19110 000 106. -6419 22842 +Moment -Moment 1417 -1984 688 -1984 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 775 -1711 999 2.910 1526 -1711 . fb FB 1386 27000 673 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 758 27000 2.625 581 27000 FE CM 78177 .9457 78177 .9468 98029 .9234 98029 .9234 98029 .9004 98029 .9004 98029 .9098 98029 .9098 98029 .8993 98029 .8993 98029 .8949 98029 .8949 98029 .8993 98029 .8993 98029 .9098 98029 .9098 98029 .9004 98029 .9004 98029 .9234 98029 .9234 78177 .9468 2 X 2 X 2 X 2 X 249483 .9923 ARat BRat -.557 .042 -.545 .020 -.627 .000 -.627 .000 -.814 .000 -.814 .000 -.981 .000 -.981 .000 -.951 .000 -.951 .000 -.992 .000 -.992 .000 -.951 .000 -.951 .000 -.981 .000 -.981 .000 -.814 .000 -.814 .000 -.627 .000 -.627 .000 -.545 .023 .205 .250 -.211 .016 SRat .599 .565 .627 .627 .814. .814 .981 .981 .951 .951 .992 .992 .951 .951 .981 .981 .814 .814 .627 .627 .568 .228 Job: 1780901 Mark: J57 10-15-98 11:21:42 Page 155 2025 1.88 .609 .391 1.250 1.000 106.999 1.175 .494 2 X 2 X .250 B01 B02 B03 B04 BOS B06 B07 BOS B09 BIO 1 1 1 1 1 1 1 1 1 1 13946 0 23893 0 31474 0 36689 0 39538 0 39538 0 36689 0 31474 0 23893 0 13946 0 33.8 55.4 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 33.8 55.4 33.8 86.3 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 33.8 86.3 87.0 65.4 87.0 65.4 138.8 104.3 138.8 104.3 138.8 104.3 138.8 104.3 130.8 98.3 130.8 98.3 87.0 65.4 87.0 65.4 7438 30000 12743 30000 16786 30000 19567 30000 21087 30000 21087 30000 19567 30000 16786 30000 12743 30000 7438 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48607 .9388 24031 .7879 24031 .7206 24031 .6743 24031 .6490 24031 .6490 24031 .6743 24031 .7206 24031 .7879 48607 .9388 .248 .000 .425 .000 .560 .000 .652 .000 .703 .000 .703 .000 ,652 .000 ,560 ,000 .425 .000 .248 .000 .248 .425 .560 .652 .703 .703 .652 .560 .425 .248 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 496.21 in4 I act.= 525.65 in4 W-L/360= 216.1 W-L/240= 324.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.26" Actual Deflection = 2.24" Mem POl P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 P17 PI 8 Matl R875 R875 1515 2016 1717 1513 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1513 Description # 7/8 RD 7/8 RD 1 1/2 X 2 X 2 X 1 3/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/2 X 1 1/2 .163 1 3/4 1 1/2 X 1/2 .109 1 1/2 ,109 1 1/4 .109 .109 1 1/4 .109 X 1/2 .109 1 1/2 X 1/2 X X X X X X X X X X .155 .170 .138 .138 .109 .109 .109 .109 .138 .138 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 X 1 1 Force 14315. 14315. -6823. 7930. -7079. 6227. -5376. 4525. -3674. 2823. -1972. 1516. 1516. -1972. 2823. -3674. 4525. -5376. 6227. LX 44.76 44.76 23.63 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.62 204.62 80.22 77.43 88.87 103.55 103.55 155.96 102.96 155.96 124.09 155.96 155.96 124.09 155.96 102.96 155.96 103. 5S 103.55 Weld 3.5 3-5 2.9 3.2 2.8 3.0 2.6 2.8 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.8 2.6 3.0 SRatio .882 .882 .816 .423 .728 .526 .982 .732 .849 .457 .780 .245 .245 .780 .457 .849 .732 .982 .526 Job: 1780901 Mark: J57 10-15-98 11:21:42 Page 156 P19 P20 P21 SOI S02 S03 S04 SOS S06 S07 808 S09 S10 Sll 1717 2016 1515 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 3/4 X 2 X 2 X 1 1/2 X 1 X 1 X 1 X 1 X 1 X 1 X i x 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 3/4 X .170 .163 1 1/2 X .155 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -7079. 7930. -6823. -1567. -1290. -1290. -1290. -1290. -1312. -1290. -1290. -1290. -1290. -1567. 30 30 23 26 22 22 22 22 22 22 22 22 22 26 .60 .60 .63 .72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 77 80 136 112 112 112 112 112 112 112 112 112 136 .87 .43 .22 .22 .14 .14 .14 .14 .14 .14 .14 .14 .14 .22 2.8 3.2 2.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .728 .423 .816 .945 .527 .527 .527 .527 -536 .527 .527 .527 .527 .945 Job: 1780901 Mark: J58 10-15-98 11:21:46 Page 157 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J58 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 29.000 27.000 46.000 10.000 OAL: 45'- 4" BL: 45'- 4" WL: 45'- 0" 18 @ 24.000 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge 9 22'- 8" Support Locations: (From Left End Base Length) 1) 0'- 2" 2} 45'- 2" Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 29.000 27.000 46.000 10.000 Eff. Depth: 24.86 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 257 1.00 240.00 2 257 4 0 1.33 .00 5 257 Type Ref-pt Orient Load Distance Stress Deflec LC 1.00 .00 3 1.33 .00 6 U. Load Stress Deflec 0 1.33 .00 142 1.00 360.00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- O1- 0'- 0'- 0'- 22'- 0" 0" 0" 0" 0" 8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # ft # ft # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -6032 -6032 -6032 -3194 .4 .4 .0 .0 .4 .9 2-Y -6032 -6032 -6032 -3194 .4 .4 .0 .0 .4 .9 Job: 1780901 Mark: J58 10-15-98 11:21:46 Page 158 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108-040 .359 .913 2 X 2 X .176 Mem LC T01 T02 T03 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2017 2025 T22 5 5 5 5 5 5 5 5 1 1 1 1 1 1 S 5 5 5 5 5 S 3 3 5 Force Fills -20165 0 -19770 0 -26307 0 -26307 0 -33736 0 -33736 0 -39181 0 -39181 0 -32641 1 -32641 1 -34116 1 -34116 1 -32641 1 -32641 1 -39181 0 -39181 0 -33736 0 -33736 0 -26307 0 -26307 0 -19770 0 .22 1. .00 -20165 0 LX KL/RX 27.0 43.6 27.0 43.6 24.0 33.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 27.0 43.6 097 27.0 24.6 LZ KL/RZ 27.0 68.5 27.0 68.5 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30-4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 27.0 68.5 623 1 27.0 43.3 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 fa FA -14981 18839 -14687 18839 -19544 22237 -19544 22237 -25063 22237 -25063 22237 -29108 22237 -29108 22237 -24250 25554 -24250 25554 -25346 25554 -25346 25554 -24250 25554 -24250 25554 -29108 22237 -29108 22237 -25063 22237 -25063 22237 -19544 22237 -19544 22237 -14687 18839 981 108. -6260 22435 -f Moment -Moment 1201 -1683 585 -1683 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 660 -1448 040 2.844 1295 -1448 fb FB 1316 27000 641 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 723 27000 2.365 548 27000 FE CM 78468 .9427 78468 .9438 99312 .9213 99312 .9213 99312 .8991 99312 .8991 99312 .8828 99312 .8828 99312 .9023 99312 .9023 99312 .8979 99312 .8979 99312 .9023 99312 .9023 99312 .8828 99312 .8828 99312 .8991 99312 .8991 99312 .9213 99312 .9213 78468 .9438 2.X 2 X 2 X 2 X 246320 .9924 ARat BRat -.598 .041 -.586 .020 -.661 .000 -.661 .000 -.847 .000 -.847 .000 -.984 .000 -.984 .000 -.949 .000 -.949 .000 -.992 .000 -.992 .000 -.949 .000 -.949 .000 -.984 .000 -.984 .000 -.847 .000 -.847 .000 -.661 .000 -.661 .000 -.586 .023 .176 .250 -.210 .016 SRat .639 .606 .661 .661 .847 .847 .984 .984 .949 .949 .992 .992 .949 .949 .984 .984 .847 .847 .661 .661 .609 .226 Job: 1780901 Mark: JS8 10-15-98 11:21:46 Page 159 2020 1.56 .615 .393 1.239 1.000 106.999 1.022 .413 2 X 2 X .205 B01 B02 B03 B04 BOS B06 B07 BOS B09 BIO 1 1 1 1 1 1 1 1 1 1 11848 0 20270 0 26707 0 31159 0 33627 0 33627 0 31159 0 26707 0 20270 0 11848 0 34.0 55.3 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 48.0 78.1 34.0 55.3 34.0 86.5 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 48.0 122.2 34.0 86.5 88.0 66.8 88.0 66.8 130.0 98.6 130.0 98.6 138.0 104.7 138.0 104.7 138.0 104.7 138.0 104.7 88.0 66.8 88.0 66.8 7614 30000 13027 30000 17164 30000 20026 30000 21612 30000 21612 30000 20026 30000 17164 30000 13027 30000 7614 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48845 .9376 24507 .7874 24507 .7198 24507 .6731 24507 .6473 24507 .6473 24507 .6731 24507 .7198 24507 .7874 . 48845 .9376 .254 .000 .434 .000 .572 .000 .668 .000 .720 .000 .720 .000 .668 .000 .572 .000 .434 .000 .254 .000 .254 .434 .572 .668 .720 .720 .668 . .572 .434 .254 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= 417.91 in4 I act.= 447.11 in4 W-L/360= 183.3 W-L/240= 275.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.27" Actual Deflection = 2.22" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PIS P16 P17 PI 8 Matl R875 R875 1513 1515 1515 1212 1511 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1511 1212 Description 7/8 RD 7/8 RD 1 1/2 X 1 1/2 X 1 1/2 X 1 1/4 X 1.5 X 1 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1.5 X 1 1 1/4 X 1 1/2 1 1/2 1 1/2 1 1/4 .5 X . .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 .5 X . 1 1/4 X X X X 117 X X X X 117 X .138 .155 .155 .125 .109 .109 .109 .109 .125 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 12184. 12184. -5837. 6768. -6053. 5339. -4624. 3910. -3196. 2481. -1767. 1384. 1384. -1767. 2481. -3195. 3910. -4624. 5339. LX 44.72 44.72 23.71 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 30.58 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.45 204.45 80.25 103.79 103.79 124.44 103.08 155.88 102.91 155.88 124.03 155.88 155.88 124,03 155.88 102,91 155.88 103.08 124,44 Weld 3.4 3.4 2.8 2.9 2.6 2.8 2.6 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.6 2.8 SRatio .750 .750 .781 .512 .993 .599 .992 .632 .738 .401 .698 .224 .224 .698 .401 .738 .632 .992 .599 Job: 1780901 Mark: JS8 10-15-98 11:21:46 Page 160 P19 P20 P21 SOI S02 S03 S04 SOS SOS so? S08 S09 S10 Sll 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1/2 X 1 1/2 X 1 1/2 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/2 X . 1 1/2 X . 1 1/2 X . .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 155 1 155 1 138 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -6053. 6768. -5837. -1413. -1167. -1167. -1167. -1167. -1185. -1167. -1167. -1167. -1167. -1413. 30.58 30.58 23.71 26.65 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 26.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103.79 103.79 80.25 135.86 112.14 112.14 112.14 112.14 112.14 112.14 112.14 112.14 112.14 135.86 2.6 2.9 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .993 .512 .781 .847 .477 .477 .477 .477 .484 .477 .477 .477 .477 .847 Job: 1780901 Mark: J59 10-15-98 11:21:50 Page 161 SMI Joist Engineering Report SMI Job tt 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J59 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: .000 TC WP: 2.000 TC EndP: 30.500 TC 1st PP: 28.500 BC EndP: 46.000 BC 1st PP: 13.000 OAL: 41'-10" BL: 41'-10" WL: 41'- 6" 16 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 30.500 28.500 46.000 13.000 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 20*-11" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 41'- 8" Eff. Depth: 24.87 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 303 1.00 240.00 2 303 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 303 1.33 .00 6 180 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0 0 0 0 0 20 • - on • _ 0" '- 0" ' - 0" ' - 0" '-11" 0 0 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X l-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 .2 .2 .0 .0 .2 .1 -6537 -6537 -6537 -3735 .2 .2 .0 .0 .2 .0 -6537 -6537 -6537 -3735 .2 .2 .0 .0 .2 .0 Job: 1780901 Mark: J59 10-15-98 11:21:50 Page 162 Matl Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem LC T01 TO 2 T03 T04 TO 5 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2017 2025 T20 5 5 5 5 S 5 1 1 1 1 1 1 1 1 S 5 5 5 5 3 3 5 Force Fills -20929 0 -20480 0 -27960 0 -27960 0 -35460 0 -35460 0 -30621 1 -30621 1 -33443 1 -33443 1 -33443 1 -33443 1 -30621 1 -30621 1 -35460 0 -35460 0 -27960 0 -27960 0 -20480 0 .22 1. .00 -20929 0 LX KL/RX 28.5 46.0 28.5 46.0 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 28.5 46.0 097 28.5 26.0 LZ KL/RZ 28.5 72.3 28.5 72.3 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 28.5 72.3 623 1 28.5 45.8 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 fa FA -15548 18225 -15215 18225 -20772 22237 -20772 22237 -26344 22237 -26344 22237 -22749 25554 -22749 25554 -24845 25554 -24845 25554 -24845 25554 -24845 25554 -22749 25554 -22749 25554 -26344 22237 -26344 22237 -20772 22237 -20772 22237 -15215 18225 981 108. -6498 22126 +Moment -Moment 1571 -2226 794 -2226 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •o 0 0 0 0 0 887 -1930 040 2.844 1689 -1930 fb FB 1722 27000 870 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 972 27000 2.365 714 27000 FE CM 70426 .9338 70426 .9352 99312 .9163 99312 .9163 99312 .8939 99312 .8939 99312 .9084 99312 .9084 99312 .8999 99312 .8999 99312 .8999 99312 .8999 99312 .9084 99312 .9084 99312 .8939 99312 .8939 99312 .9163 99312 .9163 70426 .9352 2 X 2 X 2 X 2 X 221074 .9912 ARat BRat -.641 .055 -.628 .028 -.702 .000 -.702 .000 -.891 .000 -.891 .000 -.890 .000 -.890 .000 -.972 .000 -.972 ,000 -.972 .000 -.972 .000 -.890 .000 -.890 .000 -.891 .000 -.891 .000 -.702 .000 -.702 .000 -.628 .031 .176 .250 -.221 .021 SRat .696 .655 .702 .702 .891. .891 .890 .890 .972 .972 .972 .972 .890 .890 .891 .891 .702 .702 .659 .241 Job: 1780901 Mark: J59 2017 1.35 .619 .394 1.232 .981 108.040 10-15-98 11:21:50 Page 163 913 .359 2 X 2 X .176 B01 B02 B03 B04 B05 B06 B07 B08 B09 1 1 1 1 1 1 1 1 1 Summary 13333 0 22003 0 28333 0 32325 0 33977 0 32325 0 28333 0 22003 0 13333 0 of Joist 37.0 59.8 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 48.0 77.6 37.0 59.8 37.0 93.8 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 48.0 121.7 37.0 93.8 Deflection 77.0 58.8 128.0 97.7 128.0 97.7 128.0 97.7 128.0 97.7 120.0 91.6 120.0 91.6 120.0 91.6 77.0 58.8 Criteria 9906 30000 16346 30000 21049 30000 24014 30000 25242 30000 24014 30000 21049 30000 16346 30000 9906 30000 (in, in*4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 41785 .9052 24828 .7366 24828 -.6609 24828 .6131 24828 .5933 24828 .6131 24828 .6609 24828 .7366 41785 .9052 .330 .000 .545 .000 .702 .000 .800 .000 .841 .000 .800 .000 .702 .000 .545 .000 .330 .000 .330 .545 .702 .800 .841 .800 .702 .545 .330 I req.= 386.46 in4 I act.= 417.31 in4 W-L/360= 218.1 W-L/240= 327.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.09" Actual Deflection = 2.03" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 PI 8 P19 SOI Matl R875 R875 1515 1515 1515 1212 1511 1010 1212 1010 1210 1210 1010 1212 1010 1511 1212 1515 1515 1515 1010 Description 7/8 RD 7/8 RD 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/4 X 1 1/4 X 1.5 X 1,5 X .117 1 X 1 X .109 1 1/4 X 1 1/4 X 1 X 1 X .109 11/4X1 1/4 X 11/4X1 1/4 X 1 X 1 X .109 11/4X1 1/4 X 1 X 1 X .109 1.5 X 1,5 X .117 1 1/4 X 1 1/4 X 11/2X1 1/2 X 11/2X1 1/2 X 1 1/2 X 1 1/2 X 1 X 1 X .109 .155 .155 .155 .125 .125 .109 .109 .125 .125 .155 .155 .155 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 13062. 13062. -6440. 7011. -6169. 5327. -4484. 3642. -2800. . 1958. -1384. -1384. 1958. -2800. 3642. -4484. 5327. -6169. 7011. -6440. -1371. LX 44.71 44.71 24.82 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 30.57 24.82 25.92 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.39 204.39 84.25 103.76 103.76 124.42 103.06 155.85 124.42 155.85 124.00 124.00 155.85 124.42 155.85 103.06 124.42 103.76 103.76 84.25 132.14 Weld 3.7 3.7 2.8 3.0 2.7 2.8 2.6 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.6 2.8 2.7 3.0 2.8 2.0 SRatio .805 .805 .805 .530 1.012 .598 .962 .589 .978 .317 .547 .547 .317 .978 .589 .962 .598 1.012 .530 .805 .778 Job: 1780901 Mark: J59 10-15-98 11:21:50 Page 164 S02 503 804 SOS S06 S07 S08 S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1163. -1163. -1163. -1163. -1163. -1163. -1163. -1163. -1371. 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 25.92 0 0 0 0 0 0 0 0 0 112 112 112 112 112 112 112 112 132 .14 .14 .14 .14 .14 .14 .14 .14 .14 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .475 .475 .475 .475 .475 .475 .475 .475 .778 Job: 1780901 Mark: J60 10-15-98 11:21:55 Page 165 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K10 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J60 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 33.625 31.625 46.000 19.250 OAL: 43'- 2 4/8" BL: 42--10 4/8" WL: 42'- 6 4/8" 16 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 33.625 31.625 46.000 19.250 Verticals located at all bottom chord, panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 21'- 5 2/8" Eff. Depth: 24.84 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 42'- 8 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 341 1.00 240.00 2 341 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 341 1.33 .00 6 197 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1090 1090 500 0'- 0'- 0'- 0'- 0'- 21'- 0" 0" 0" 0" 0" 5 2/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Load Load Load Load Load Case Case Case Case Case Case # # # tt # # 1 2 3 4 5 6 .3 .3 .0 .0 .3 .2 -7503 -7503 -7503 -4190 .3 .3 .0 .0 .3 .3 -7588 -7588 -7588 -4239 .5 .5 .0 .0 .5 .6 Job: 1780901 Mark: J60 10-15-98 11:21:55 Page 166 Matl Area RX RZ RYY Q Cc SXS SXL Description 2020 1.56 .615 .393 1.239 1.000 106.999 .413 1.022 2 X 2 X .205 Mem LC T01 T02 TO 3 T04 T05 T06 T07 TO 8 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2020 2025 T20 T21 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 3 3 5 5 Force Fills -22493 0 -22045 0 -31997 0 -31997 0 -30386 0 -30386 0 -36139 1 ' -36139 1 -39258 1 -39258 1 -39258 1 -39258 1 -36140 1 -36140 1 -30386 0 -30386 0 -31997 0 T31997 0 -22045 0 .43 1. .00 -22493 0 -10000 0 LX KL/RX 31.6 51.4 31.6 51.4 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 31.6 51.4 098 31.6 28.8 6.0 5.5 LZ KL/RZ 31.6 80.5 31.6 80.5 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 31.6 80.5 623 1 31.6 50.8 6.0 9.6 LYY KL/RYY 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 .134 1. 36.0 31.7 36.0 31.7 fa FA -14456 17024 -14168 17024 -20564 22532 -20564 22532 -19529 22532 -19529 22532 -23227 25967 -23227 25967 -25231 25967 -25231 25967 -25231 25967 -25231 25967 -23227 25967 -23227 25967 -19529 22532 -19529 22532 -20564 22532 -20564 22532 -14168 17024 000 106. -6556 21804 -2915 26934 +Moment -Moment 2165 -3116 1155 -3116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1279 -2702 999 2.910 2030 -2702 0 -512 fb FB 2118 27000 1130 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1251 27000 2.625 773 27000 0 30000 FE CM 56457 .9232 56457 .9247 98029 .9161 98029 .9161 98029 .9203 98029 .9203 98029 .9052 98029 .9052 98029 .8970 98029 .8970 98029 .8970 98029 .8970 98029 .9052 98029 .9052 98029 .9203 98029 .9203 98029 .9161 98029 .9161 56457 .9247 2 X 2 X 2 X 2 X 180167 .9891 5005354 .9998 ARat BRat -.638 .067 -.626 .036 -.686 .000 -.686 .000 -.867 .000 -.867 .000 -.894 .000 -.894 .000 -.972 .000 -.972 .000 -.972 .000 -.972 .000 -.894 .000 -.894 .000 -.867 .000 -.867 .000 -.686 .000 -.686 .000 -.626 .040 .205 .250 -.226 .022 -.081 .000 SRat .706 .662 .686 .686 .867 .867 .894 .894 .972 .972 .972 .972 .894 .894 .867 .867 .686 .686 .665 .248 .081 Job: 1780901 Mark: 2021 1.66 .613 B01 1 16815 0 B02 1 26521 0 B03 1 33592 0 B04 1 38028 0 BOS 1 39829 0 B06 1 38028 0 B07 1 33592 0 B08 1 26521 0 B09 1 16815 0 Summary of Joist 43 70 48 78 48 78 48 78 48 78 48 78 48 78 48 78 43 70 J60 .392 l. .3 .6 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .3 .6 43.3 110.2 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 43.0 122.4 48.0 122.4 43.3 110.2 Deflection 10-15-98 242 80. 60. 131. 99. 131. 99. 131. 99. 131. 99. 123. 93. 123. 93. 123. 93. 80. 60. 1.000 106.999 1.072 0 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 5 Criteria 10153 30000 16014 30000 20284 30000 22963 30000 24050 30000 22963 30000 20284 30000 16014 30000 10153 30000 (in, in*4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 11:21:55 Page 167 .438 2 X 2 X . 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 30000 .8646 24356 .7370 24356 .6669 24356 .6229 24356 .6050 24356 .6229 24356 .6669 24356 .7370 30000 .8646 219 .338 .000 .534 .000 .676 .000 .765 .000 .802 .000 .765 .000 .676 .000 .534 .000 .338 .000 .338 .534 .676 .765 .802 .765 .676 .534 .338 I req.= 468.50 in4 I act.= 496.36 in4 W-L/360= 240.9 W-L/240= 361.3 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.14" Actual Deflection = 2.10" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 PI 7 PI 8 PI 9 SOI Matl R875 R875 2016 2016 1715 1513 1512 1010 1510 1010 1210 1210 1010 1510 1010 1512 1513 1715 2016 2016 1010 Description 7/8 RD 7/8 RD 2 X 2 X 2 X 2 X 1 3/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/2 X 1 3/4 X 2 X 2 X 2 X 2 X 1 X 1 X .163 .163 1 3/4 X 1 1/2 X 1 1/2 X .109 1 1/2 X .109 1 1/4 X 1 1/4 X .109 1 1/2 X .109 1 1/2 X 1 1/2 X 1 3/4 X .163 .163 .109 .155 .138 .123 .109 .109 .109 .109 .123 .138 .155 ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 14855. 14855. -8103. 7807. -6859. 5911. -4962. 4014. -3066. 2118. -1516. -1516. 2118. -3066. 4014. -4962. 5911. -6859. 7807. -8103. -1437. LX 44.75 44.75 27.83 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 27.83 24.58 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.55 204.55 70.44 77.41 88.65 103.52 103.24 155.93 102.94 155.93 124.07 124.07 155.93 102.94 155.93 103.24 103.52 88.65 77.41 70.44 125.29 Weld 3.6 3.6 3.3 3.2 3.0 2.9 2.7 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.7 2.9 3.0 3.2 3.3 2.0 SRatio .915 .915 .643 .416 .774 .499 1.013 .649 .708 .342 .599 .599 .342 .708 .649 1.013 .499 .774 .416 .643 .733 Job: 1780901 Mark: J60 10-15-98 11:21:55 Page 168 S02 S03 S04 SOS S06 S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 1 1 1 1 1 1 1 1 X X X X X X X X X 1 1 1 1 1 1 1 1 1 X X X X X X X X X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1286. -1286. -1286. -1286. -1286. -1286. -1286. -1286. -1437. 22 22 22 22 22 22 22 22 24 .00 .00 .00 .00 .00 .00 .00 .00 .58 0 0 0 0 0 0 0 0 0 112 112 112 112 112 112 112 112 125 .14 .14 .14 .14 .14 .14 .14 .14 .29 2 2 2 2 2 2 2 2 2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .526 .526 .526 .526 .526 .526 .526 .526 .733 Job: 1780901 Mark: J61 10-15-98 11:21:59 Page 169 SMI Joist Engineering Report SMI Job tt 1780901 Joist: 26K10 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J61 Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 33.625 31.500 46.000 19.125 OAL: 43'- 2 2/8" BL: 42'-10 2/8" WL: 42'- 6 2/8" 16 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 33.625 31.500 46.000 19.125 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 21'- 5 1/8" Eff. Depth: 24.84 Support Locations: (From Left End Base Length) 1} 0'- 2" 2) 42'- 8 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC U 1 4 Type Shea Chrd Chrd MinS MinS Conv . Load 342 0 Ref-pt N/A TC-LE TC-LE PriWeb SecWeb TC-LE Stress 1.00 1.33 Orient N/A N/A N/A N/A N/A GY Deflec LC 240.00 2 .00 5 Load 250 10000 10000 1112 1112 500 U. Load Stress Deflec LC U. 342 1 342 1 Distance 0 0 0 0 0 21 i _ Q" »- 0" i _ Q" '- 0" '- 0" '- 5 1/8" .00 .33 Load 0 0 0 0 0 0 .00 .00 3 6 Distance 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" , Load 0 197 Stress Deflec Load 1 3 5 1 1 1 2 4 2 2 2 1.33 .00 1.00 360.00 Cases 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .3 .3 .0 .0 .3 .2 1-Y -7521 -7521 -7521 -4188 .0 .0 .0 .0 .0 .3 2-Y -7606 -7606 -7606 -4237 .5 .5 .0 .0 .5 .5 Job: 1780901 Mark: J61 10-15-98 11:21:59 Page 170 Matl Area RX RZ RYY Q Cc SXS SXL Description 2020 1.56 .615 .393 1.239 1.000 106.999 .413 1.022 2 X 2 X .205 Mem LC T01 TO 2 T03 T04 TO 5 T06 T07 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 2020 2025 T20 T21 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 3 3 5 5 Force Fills -22522 0 -22074 0 -32021 0 -32021 0 -30433 0 -30433 0 -36202 1 -36202 1 -39328 1 -39328 1 -39328 1 -39328 1 -36202 1 -36202 1 -30433 0 -30433 0 -32021 0 -32021 0 -22074 0 .43 1. .00 -22522 0 -10000 0 I>X KL/RX 31.6 51.4 31.5 51.2 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 31.5 51.2 098 31.6 28.8 6.0 5.5 LZ KL/RZ 31.6 80.5 31.5 80.2 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 24.0 61.1 24.0 61.1 24.0 6.1.1 24.0 61.1 31.5 80.2 623 1 31.6 50.8 6.0 9.6 LYY KL/RYY 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 .134 1. 36.0 31.7 36.0 31.7 fa FA -14475 17024 -14187 17081 -20580 22532 -20580 22532 -19559 22532 -19559 22532 -23267 25967 -23267 25967 -25276 25967 -25276 25967 -25276 25967 -25276 25967 -23267 25967 -23267 25967 -19559 22532 -19559 22532 -20580 22532 -20580 22532 -14187 17081 000 106. -6564 21804 -2915 26934 +Moment -Moment 2175 -3116 1143 -3116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1270 -2691 999 2.910 2044 -2691 0 -513 fb FB 2128 27000 1118 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1242 27000 2.625 779 27000 0 30000 FE CM 56457 .9231 56905 .9252 98029 .9160 98029 .9160 . 98029 .9202 98029 .9202 98029 .9051 98029 .9051 98029 .8969 98029 .8969 98029 .8969 98029 .8969 98029 .9051 98029 .9051 98029 .9202 98029 .9202 98029 .9160 98029 .9160 56905 .9252 2 X 2 X 2 X 2 X 180167 .9891 5005354 .9998 ARat BRat -.639 .068 -.624 .035 -.687 .000 -.687 .000 -.868 .000 -.868 .000 -.896 .000 -.896 .000 -.973 .000 -.973 .000 -.973 .000 -.973 .000 -.896 .000 -.896 .000 -.868 .000 -.868 .000 -.687 .000 -.687 .000 -.624 .039 .205 .250 -.226 .022 -.081 .000 SRat .707 .660 ,687 .687 .868 .868 .896 .896 .973 .973 .973 .973 .896 .896 .868 .868 .687 .687 .664 .248 .081 Job: 1780901 Mark: J61 10-15-98 11:21:59 Page 171 2021 1.66 .613 .392 1.242 1.000 106.999 1.072 .438 2 X 2 X .219 B01 B02 B03 B04 305 B06 B07 B08 B09 1 1 1 1 1 1 1 1 1 16824 0 26558 0 33648 0 38096 0 39900 0 38096 0 33648 0 26558 0 16824 0 43.1 70.3 43.0 78.3 48.0 78.3 48.0 78.3 48.0 78.3 48.0 78.3 48.0 78.3 48.0 78.3 43.1 70.3 43.1 109.9 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 48.0 122.4 43.1 109.9 80.0 60.5 131.1 99.2 131.1 99.2 131.1 99.2 131.1 99.2 123.1 93.2 123.1 93.2 123.1 93.2 80.0 60.5 10159 30000 16037 30000 20318 30000 23004 30000 24093 30000 23004 30000 20318 30000 16037 30000 10159 30000 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 30174 .8653 24356 .7366 24356 .6663 24356 .6222 24356 .6043 24356 .6222 24356 .6663 24356 .7366 30174 .8653 .339 .000 .535 .000 .677 .000 .767 .000 .803 .000 .767 .000 .677 .000 .535 .000 .339 .000 .339 .535 .677 .767 .803 .767 .677 .535 .339 Summary of Joist Deflection Criteria (in, inA4/ plf) I req.= 469.18 in4 I act.= 496.36 in4 W-L/360= 241.2 W-L/240- 361.8 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.14" Actual Deflection = 2.10" Mem P01 P20 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll PI 2 P13 P14 P15 P16 PI 7 P18 PI 9 SOI Matl R875 R875 2016 2016 1715 1513 1513 1010 1510 1010 1210 1210 1010 1510 1010 1513 1513 1715 2016 2016 1010 Description 7/8 RD 7/8 RD 2 X 2 X 2 X 2 X 1 3/4 X 1 1/2 X 1 1/2 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/2 X 1 1/2 X 1 3/4 X 2 X 2 X 2 X 2 X 1 X 1 X .163 .163 1 3/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 1 3/4 .163 .163 .109 X X X X X X X X X X .155 .138 .138 .109 .109 .109 .109 .138 .138 .155 # 1 1 1 i i i i i i i i i i i i i i i i i i LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 14889. 14889. -8103. 7828. -6877. 5926. -4975. 4024. -3073. 2122. -1546. -1546. 2122. -3073. 4024. -4975. 5926. -6877. 7828. -8103. -1462. LX 44.75 44.75 27.76 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 30.59 27.76 24.58 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.55 204.55 70.26 77.41 88.65 103.52 103.52 155.93 102 . 94 155.93 124.07 124.07 155.93 102.94 155.93 103.52 103.52 88.65 77.41 70.26 125.29 Weld 3.6 3.6 3.3 3.2 3.0 2.9 2.4 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.S 2.4 2.9 3.0 3.2 3.3 2.0 SRatio .917 .917 .642 .417 .776 .500 .908 .651 .710 .343 .612 .612 .343 .710 .651 .908 .500 .776 .417 .642 .746 Job: 1780901 Mark: J61 10-15-98 11:21:59 Page 172 S02 S03 S04 SOS SOS S07 SOS S09 S10 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1309. -1309. -1309. -1309. -1309. -1309. -1309. -1309. -1462. 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 24.58 0 0 0 0 0 0 0 0 0 112.14 112 . 14 112.14 112 . 14 112.14 112 . 14 112.14 112 . 14 125.29 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .535 .535 .535 .535 .535 .535 .535 .535 .746 Job: 1780901 Mark: J62 10-15-98 11:22:03 Page 173 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K9 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J62 Req. by: ASE8 Loc: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 33.250 31.250 46.000 18.500 OAL: 35'- 1 4/8" BL: 34'- 9" WL: 34'- 5" Right 12 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.500 2.000 33.250 31.250 46.000 18.500 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 17'- 4 4/8" Ef f. Depth: 24.93" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 34'- 7" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 440 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 440 440 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 317 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 996 996 500 0'- 0'- 0'- 0'- 0'- 17'- 0" 0" 0" 0" 0" 4 4/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # ft ft ft # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -7821 -7821 -7821 -5455 .6 .6 .0 .0 .6 .0 2-Y -7940 -7940 -7940 -5540 .8 .8 .0 .0 .8 .9 Job: 1780901 Mark: J62 10-15-98 11:22:03 Page 174 Mat! Area RX RZ RYY Q Cc SXS SXL Description 2017 1.35 .619 .394 1.232 .981 108.040 .359 .913 2 X 2 X .176 Mem LC T01 T02 T03 TO 4 TO 5 TO 6 T07 T08 T09 T10 Til T12 T13 T14 T15 2017 2025 T16 T17 1717 B01 B02 B03 B04 BOS 5 5 5 5 5 5 1 1 1 1 5 5 5 5 5 3 3 5 5 1 1 1 1 1 1 Force Fills -22791 0 -22205 0 -31632 0 -31632 0 -38889 0 -38889 0 -32759 1 -32759 1 -32759 1 -32759 1 -38889 0 -38889 0 -31632 0 -31632 0 -22205 0 .22 1. .00 -22791 0 -10000 0 .13 16733 0 25684 0 31248 0 33423 0 31248 LX KL/RX 31.3 50.5 31.3 50.5 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 24.0 38.8 31.3 50.5 LZ KL/RZ 31.3 79.2 31.3 79.2 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.9 24.0 60.9 24.0 60.9 24.0 60.9 31.3' 79.2 097 .623 1 31.3 28.5 6.5 5.9 539 42.5 78.8 48.0 89.0 48.0 89.0 48.0 89.0 48.0 31.3 50.2 6.5 10.4 344 1 42.5 123.5 48.0 139.4 48.0 139.4 48.0 139.4 48.0 LYY KL/RYY 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 36.0 29.2 .123 . 36.0 32.0 36.0 32.0 .136 1. 55.0 45.5 99.5 82.3 99.5 82.3 107.5 88.9 107.5 fa FA -16932 17051 -16496 17051 -23500 22237 -23500 22237 -28891 22237 -28891 22237 -24337 25554 -24337 25554 -24337 25554 -24337 25554 -28891 22237 -28891 22237 -23500 22237 -23500 22237 -16496 17051 +Moment -Moment 2729 -3923 1449 -3923 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1611 -3382 981 108.040 2.844 -7076 21539 -3105 26419 000 106. 14779 30000 22685 30000 27599 30000 29520 30000 27599 2492 -3382 0 -775 999 .658 0 0 0 0 0 0 0 0 0 fb FB 2991 27000 1588 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1765 27000 2.365 1054 27000 0 30000 .264 0 30000 0 30000 0 30000 0 30000 0 FE CM 58576 .9133 58576 .9155 99312 .9053 99312 .9053 99312 .8836 99312 .8836 99312 .9020 99312 .9020 99312 .9020 99312 .9020 99312 .8836 99312 .8836 99312 .9053 99312 .9053 58576 .9155 2 X 2 X 2 X 2 X 183877 .9885 4250120 .9997 1 3/4 X 24048 .7542 18853 .5187 18853 .4144 18853 .3737 18853 ARat BRat -.747 .099 -.727 .052 -.795 .000 -.795 .000 -.977 .000 -.977 .000 -.952 .000 -.952 .000 -.952 .000 -.952 .000 -.977 .000 -.977 .000 -.795 .000 -.795 .000 -.727 .058 .176 .250 -.247 .030 -.088 .000 1 3/4 X .493 .000 .756 .000 .920 .000 .984 .000 .920 SRat .846 .780 .795 .795 .977 .977 .952 .952 .952 .952 .977 .977 .795 .795 .786 .277 .088 .170 .493 .756 .920 .984 Job: 1780901 Mark: J62 10-15-98 11:22:03 Page 175 B06 1 B07 1 0 25684 0 16733 0 89.0 48.0 89.0 42.5 78.8 139.4 48.0 139.4 42.5 123.5 88. 107. 88. 55. 45. 9 5 9 0 5 30000 22685 30000 14779 30000 0 0 0 0 0 30000 0 30000 0 30000 .4144 18853 .5187 24048 .7542 .000 .756 .000 .493 .000 .920 .756 .493 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 345.91 in4 I act.= 383.19 in4 W-L/360= 351.2 W-L/240= 526.7 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.74" Actual Deflection = 1.54" Mem POl P16 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 P14 P15 SOI S02 S03 S04 S05 S06 S07 S08 Matl R87S R875 2016 1517 1517 1212 1510 1010 1210 1210 1010 1510 1212 1517 1517 2016 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 2 X 2 X 1 1/2 X 1 1/2 X 1 1/4 X 1 1/2 X 1 X 1 X 1 1/4 X 1 1/4 X 1 X 1 X 1 1/2 X 1 1/4 X 1 1/2 X 1 1/2 X 2 X 2 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X .163 1 1/2 X 1 1/2 X 1 1/4 X 1 1/2 X .109 1 1/4 X 1 1/4 X .109 1 1/2 X 1 1/4 X 1 1/2 X 1 1/2 X .163 .109 .109 .109 .109 .109 .109 .109 .109 .170 .170 .125 .109 .109 .109 .109 .125 .170 .170 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 15209. 15209. -7910. 7412. -6190. 4969. -3747. 2526. -1382. -1382. 2526. -3747. 4969. -6190. 7412. -7910. -1471. -1160. -1160. -1160. -1160. -1160. -1160. -1471. LX 45.13 45.13 27.71 30.88 30.88 30.88 30.88 30.88 30.88 30.88 30.88 30.88 30.88 30.88 30.88 27.71 24.99 22.25 22.25 22.25 22.25 22.25 22.25 24.99 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 206.30 206.30 70.12 105.04 105.04 125.68 103.93 157.42 125.26 125.26 157.42 103.93 125.68 105.04 105.04 70.12 127.39 113.42 113.42 113.42 113.42 113.42 113.42 127.39 Weld 4.4 4.4 3.2 2.9 2.4 2.7 2.3 2.0 2.0 2.0 2.0 2.3 2.7 2.4 2.9 3.2 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .937 .937 .626 .514 .952 .558 .878 .409 .557 .557 .409 .878 .558 .952 .514 .626 .775 .485 .485 .485 .485 .485 .485 .775 Job: 1780901 Mark: J1S 10-15-98 11:22:06 Page 176 SMI Joist Engineering Report SMI Job ft 1780901 Joist: 18K4 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J1S Req. by: ASE8 LOC: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.625 21.500 33.000 12.125 OAL: 27'- 6 2/8" BL: 27'- 6 2/8" WL: 27'- 2 2/8" Right 10 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 23.625 21.500 33.000 12.125 Verticals located at all bottom chord panel points. Depth: L 18.000 M 18.000 R 18.000 Ridge @ 13'- 9 1/8" Eff. Depth: 17.02 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 271- 4 2/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 292 1.00 240.00 2 292 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 292 1.33 .00 6 187 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1102 1102 500 0'- 0'- O1- 0'- 0'- 13'- 0" 0" 0" 0" 0" 9 1/8" 0 b 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # ft ft # ft 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .0 1-Y -4219 -4219 -4219 -2542 .3 .3 .0 .0 .3 .0 2-Y -4219 -4219 -4219 -2542 .3 .3 .0 .0 .3 .0 Job: 1780901 Mark: J1S 10-15-98 11:22:06 Page 177 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 T07 T08 TO 9 T10 Til T12 T13 2016 2025 T14 1512 B01 B02 B03 B04 B05 B06 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 1 1 1 1 1 1 Force Fills -17206 0 -16917 0 -23420 0 -23420 0 -29066 1 -29066 1 -31419 1 -31419 1 -29066 1 -29066 1 -23420 0 -23420 0 -16917 0 .13 1. .00 -17206 0 .71 9362 0 16655 0 20654 0 20654 0 16655 0 9362 0 LX KL/RX 21.6 34.8 21.5 34.6 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 21.5 34.6 094 21.6 19.8 465 36.1 77.6 48.0 103.1 48.0 103.1 48.0 103.1 48.0 103.1 36.1 77.6 LZ KL/RZ 21.6 54.7 21.5 54.4 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 21.5 54.4 623 1 21.6 34.7 296 1 36.1 121.9 48.0 162.0 48.0 162.0 48.0 162.0 48.0 162.0 36.1 121.9 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .119 . 36.0 32.2 .031 . 74.0 67.4 108.3 98.7 108.3 98.7 108.3 98.7 108.3 98.7 74.0 67.4 fa FA -13755 20405 -13524 20448 -18723 21749 -18723 21749 -23237 24896 -23237 24896 -25118 24896 -25118 24896 -23237 24896 -23237 24896 -18723 21749 -18723 21749 -13524 20448 952 109. -5504 22847 955 109. 13228 30000 23533 30000 29183 30000 29183 30000 23533 30000 13228 30000 +Moment -Moment 899 -1167 328 -1167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 410 -1049 653 2.809 990 -944 517 .365 0 0 0 0 0 0 0 0 0 0 0 0 fb FB 1045 27000 381 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 477 27000 2.241 442 27000 .142 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 FE CM 123049 .9665 124484 .9674 99901 .9250 99901 .9250 99901 .9070 99901 .9070 99901 .8994 99901 .8994 99901 .9070 99901 .9070 99901 .9250 99901 .9250 124484 .9674 2 X 2 X 2 X 2 X 382045 .9957 1 1/2 X 24791 .7866 14042 .3297 14042 .1687 14042 .1687 14042 .3297 24791 .7866 ARat BRat -.507 .032 -.497 .012 -.647 .000 -.647 .000 -.702 .000 -.702 .000 -.759 .000 -.759 .000 -.702 .000 -.702 .000 -.647 .000 -.647 .000 -.497 .015 .163 .250 -.181 .013 1 1/2 X .441 .000 .784 .000 .973 .000 .973 .000 .784 .000 .441 .000 SRat .539 .509 .647 .647 .702 .702 .759 .759 .702 .702 .647 .647 .512 .194 .123 .441 .784 .973 .973 .784 .441 Job: 1780901 Mark: J1S 10-15-98 11:22:06 Page 178 Summary of Joist Deflection Criteria (in, inA4f plf) I req.= 104.71 in4 I act.= 131.56 in4 W-L/360= 244.6 W-L/240= 366.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection - 1.38" Actual Deflection = 1.20" Mem P01 P14 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 PI 3 SOI S02 S03 S04 SOS S06 S07 Matl R875 R875 1210 1010 1510 1010 1210 1010 1010 1210 -1010 1510 1010 1210 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 1/4 X 1 X 1 X 1 1/2 X 1 X 1 X 1 1/4 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 X 1 1/4 X .109 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 1 1/4 X .109 .109 1 1/2 X .109 .109 1 1/4 X .109 .109 .109 .109 .109 .109 .109 .109 # 1 X 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 8740. 8740. -4520. 5407. -4398. 3388. -2379. 1905. 1905. -2379. 3388. -4398. 5407. -4520. -1380. -1209. -1209. -1209. -1209. -1209. -1380. LX 30.13 30.13 17.80 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 25.07 17.80 16.55 14.50 14.50 14.50 14.50 14.50 16.55 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 137.74 137.74 72.21 127.78 84.36 127.78 101.67 127.78 127.78 101.67 127.78 84.36 127,78 72.21 84.39 73.91 73.91 73.91 73.91 73.91 84.39 Weld 3.5 3.5 2.8 3.3 2.7 2.1 2.0 2.0 2.0 2.0 2.1 2.7 3.3 2.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .538 .538 .858 .874 .813 .548 .640 .308 .308 .640 .548 .813 .874 .858 .370 .290 .290 .290 .290 .290 .370 Job: 1780901 Mark: J3S 10-15-98 11:22:09 Page 179 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24K7 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J3S Req. by: ASE8 LOG: CARLSBAD CA Tech: MLC T.oFl- TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.250 22.250 43.000 3.500 OAL: 35'- 8 7/8" BL: 351- 8 7/8" WL: 35'- 4 7/8" Right 14 24.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 24.250 22.125 43.000 3.375 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge @ 17'-10 3/8" Eff. Depth: 23.OO' Support Locations: (From Left End Base Length) 1) O1- 2" 2) 35'- 6 7/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 318 1.00 240.00 2 318 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 318 1.33 .00 6 208 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A N/A • N/A N/A GY 250 10000 10000 1102 1102 500 O1 0' 0' O1 0' 17' - 0" - 0" - 0" - 0" - 0" -10 3/8" 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- oM 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 .1 .0 .0 .1 .1 1-Y -5879 -5879 -5879 -3682 .5 .5 .0 .0 .5 .2 2-Y -5879 -5879 -5879 -3682 .5 .5 .0 .0 .5 .2 Job: 1780901 Mark: J3S 10-15-98 11:22:09 Page 180 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 T02 T03 T04 T05 T06 TO 7 T08 T09 T10 Til T12 T13 T14 T15 T16 T17 T18 1517 B01 B02 B03 B04 BOS BO 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Force Fills -19954 0 -19474 0 -24806 0 -24806 0 -31960 0 -31960 0 -36460 1 -36460 1 -38304 1 -38304 1 -36452 1 -36452 1 -31945 0 -31945 0 -24784 0 -24784 0 -19475 0 -19954 0 LX KL/RX 22.3 35.8 22.3 35.8 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 22.1 35.6 22.3 35.8 .96 .459 1 1 1 1 1 1 10234 0 18715 0 24542 0 27714 0 27710 0 24530 27.5 59.9 48.0 104.6 48.0 104.6 48.0 104.6 48.0 104.6 LZ KL/RZ 22.3 56.3 22.3 56.3 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 22.1 56.0 22.3 56.3 294 1 27.5 93.5 48.0 163.3 48.0 163.3 48.0 163.3 48.0 163.3 48.0 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .044 1. 61.0 54.9 102.5 92.3 102.5 92.3 110.4 99.4 110.4 99.4 110.4 fa FA -15952 20191 -15568 20191 -19831 21749 -19831 21749 -25550 21749 -25550 21749 -29148 24896 -29148 24896 -30622 24896 -30622 24896 -29141 24896 -29141 24896 -25538 21749 -25538 21749 -19814 21749 -19814 21749 -15569 20234 -15953 20191 000 106. 10636 30000 19450 30000 25506 30000 28803 30000 28798 30000 25494 +Moment -Moment 1029 -1362 406 -1362 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 395 -1356 1032 -1356 999 .463 0 0 0 0 0 0 0 0 0 0 0 fb FB 1197 27000 472 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 459 27000 1200 27000 .191 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 116234 .9588 116234 .9598 99901 .9206 99901 .9206 99901 .8977 99901 .8977 99901 .8833 99901 .8833 99901 .8774 99901 .8774 99901 .8833 99901 .8833 99901 .8977 99901 .8977 99901 .9207 99901 .9207 117551 .9603 116234 .9588 1 1/2 X 41600 .8977 13654 .4302 13654 .2528 13654 .1562 13654 .1564 13654 ARat BRat -.594 .037 -.580 .015 -.686 .000 -.686 .000 . -.883 .000 -.883 .000 -.880 .000 -.880 .000 -.925 .000 -.925 .000 -.880 .000 -.880 .000 -.883 .000 -.883 .000 -.685 .000 -.685 .000 -.579 .014 -.594 .038 1 1/2 X .355 .000 .648 .000 .850 .000 .960 .000 .960 .000 .850 SRat .631 .594 .686 .686 .883 .883 .880 .880 .925 .925 .880 .880 .883 .883 .685 .685 .593 .632 .170 .355 .648 .850 .960 .960 Job: 1780901 Mark: J3S 10-15-98 11:22:09 Page 181 B07 1 B08 1 Summary 0 18696 0 10208 0 of Joist 104.6 48.0 104.6 27.4 59.6 163.3 48.0 163.3 27.4 93.1 Deflection 99 110 99 61 54 .4 .4 .4 .0 .9 Criteria 30000 19431 30000 10609 30000 (in, in"4, 0 0 0 0 0 plf) 30000 0 30000 0 30000 .2532 13654 .4308 41980 .8989 .000 .648 .000 .354 .000 .850 .648 .354 I req.= 251.87 in4 I act.= 288.44 in4 W-L/360= 242.8 W-L/240= 364.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.79" Actual Deflection = 1.66" Mem POl P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 SOI S02 S03 S04 SOS S06 S07 SOS S09 Matl R875 R875 1513 1515 1515 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1515 1515 1513 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 1/2 1 1/2 1 1/2 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1 1/2 1 1/2 1 1/2 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 X 1 1/2 X .138 X 1 1/2 X .155 X 1 1/2 X .155 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X .109 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 X 1 1/2 X .155 X 1 1/2 X .155 X 1 1/2 X .138 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 11925. 11925. -5305. 6695. -5776. 4856. -3937. 3018. -2099. 1593. 1593. -2104. 3023. -3942. 4861. -5780. 6699. -5303. -1604. -1244. -1244. -1244. -1276. -1244. -1244. -1244. -1604. LX 41.90 41.90 20.74 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 29.63 20.72 26.45 20.50 20.50 20.50 20.50 20.50 20.50 20.50 26.45 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 191.53 191.53 70.18 100.55 100.55 151.02 99.70 151.02 120.16 151.02 151.02 120.16 151.02 99.70 151.02 100.55 100.55 70.12 134.82 104.50 104.50 104.50 104.50 104.50 104.50 104.50 134.82 Weld 3.6 3.6 2.6 2.9 2.5 3.0 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.4 3.0 2.5 2.9 2.6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .734 .734 .644 .506 .898 .785 .870 .488 .779 .258 .258 .781 .489 .871 .786 .899 .506 .644 .947 .442 .442 .442 .454 .442 .442 .442 .947 Job: 1780901 Mark: J14S 10-15-98 11:22:13 Page 182 SMI Joist Engineering Report SMI Job # 1780901 Joist: 28K6 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J14S Req. by: ASE8 Loc: CARLSBAD CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 37.000 34.875 49.000 22.875 OAL: 39'-ll 6/8" BL: 39'-11 6/8" WL: 39'- 7 6/8" 14 ® 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 37.000 34.875 49.000 22.875 Verticals located at all bottom chord panel points. Depth: L 28.000 M 28.000 R 28.000 Ridge @ 19'-11 7/8" Eff. Depth: 27.01 Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 39'- 9 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 266 1.00 240.00 2 266 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 266 1.33 -00 6 183 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb SecWeb TC-LE N/A N/A . N/A N/A N/A GY 250 10000 10000 1102 1102 500 O1 0' 0' 0' O1 19' - 0" - 0" - 0" - 0" - 0" -11 7/8" 0 0 0 0 0 0 0'- O1- 0'- 0'- O1- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .1 ,1 .0 .0 .1 .1 1-Y -5522 -5522 -5522 -3627 .8 .8 .0 .0 .8 .6 2-Y -5522 -5522 -5522 -3627 .8 .8 .0 .0 .8 .6 Job: 1780901 Mark: J14S 10-15-98 11:22:13 Page 183 Matl Area RX RZ RYY Q Cc SXS SXL Description 2016 1.25 .621 .395 1.229 .952 109.653 .335 .860 2 X 2 X .163 Mem LC T01 TO 2 TO 3 T04 T05 T06 T07 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 1515 B01 B02 B03 B04 305 B06 5 5 5 5 S 5 5 5 5 5 S 5 5 5 5 5 5 5 Force Fills -18936 1 -18592 1 -25580 0 -25580 0 -30752 0 -30752 0 -34033 1 -34033 1 -35423 1 -35423 1 -34033 1 -34033 1 -30752 0 -30752 0 -25580 0 -25580 0 -18592 1 -18936 1 LX KL/RX 35.0 56.4 34.9 56.2 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38^7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 24.0 38.7 34.9 56.2 35.0 56.4 LZ KL/RZ 17.5 44.3 17.4 44.1 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 12.0 30.4 24.0 60.7 24.0 60.7 24.0 60.7 24.0 60.7 17.4 44.1 17.5 44.3 .88 .461 .295 1 1 1 1 1 1 1 12285 0 18402 0 22629 0 24964 0 24964 0 22629 46.9 101.7 48.0 104.1 48.0 104.1 48.0 104.1 48.0 104.1 48.0 46.9 159.1 48.0 162.9 48.0 162.9 48.0 162.9 48.0 162.9 48.0 LYY KL/RYY 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 36.0 29.3 .040 1. 46.9 42.4 96.0 86.8 96.0 86.8 96.0 86.8 96.0 86.8 96.0 fa FA -15138 20181 -14863 20208 -20450 21749 -20450 21749 -24585 21749 -24585 21749 -27207 24896 -27207 24896 -28318 24896 -28318 24896 -27207 24896 -27207 24896 -24585 21749 -24585 21749 -20450 21749 -20450 21749 -14863 20208 -15138 20181 000 106. 13930 30000 20866 30000 25658 30000 28306 30000 28306 30000 25658 +Moment -Moment 2064 -2990 1126 -2990 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1126 -2990 2064 -2990 999 .434 0 0 0 0 0 0 0 0 0 0 0 fb FB -8931 27000 -8931 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 -8931 27000 -8931 27000 .176 0 30000 0 30000 0 30000 0 30000 0 30000 0 FE CM 46974 .9033 47311 .9058 99901 .9181 99901 .9181 99901 .9016 99901 .9016 99901 .8911 99901 .8911 99901 .8866 99901 .8866 99901 .8911 99901 .8911 99901 .9016 99901 .9016 99901 .9181 99901 .9181 47311 .9058 46974 .9033 1 1/2 X 14444 .6143 13775 .3941 13775 .2550 13775 .1781 13775 .1781 13775 ARat BRat -.422 -.249 -.414 -.249 -.707 .000 -.707 .000 -.850 .000 -.850 .000 -.822 .000 -.822 .000 -.855 .000 -.855 .000 -.822 .000 -.822 .000 -.850 .000 -.850 .000 -.707 .000 -.707 .000 -.414 -.249 -.422 -.249 1 1/2 X .464 .000 .696 .000 .855 .000 .944 .000 .944 .000 .855 SRat .670 .663 .707 .707 .850 .850 .822 .822 .855 .855 .822 .822 .850 .850 .707 .707 .663 .670 .155 .464 .696 .855 .944 .944 Job: 1780901 Mark: J14S 10-15-98 11:22:13 Page 184 B07 1 608 1 Summary 0 104.1 162.9 86.8 30000 18402 48.0 48.0 96.0 20866 0 104.1 162.9 86.8 30000 12285 46.9 46.9 46.9 13930 0 101.7 159.1 42.4 30000 of Joist Deflection Criteria (in, inA4, 0 0 0 0 0 plf) 30000 0 30000 0 30000 .2550 13775 .3941 14444 .6143 .000 .696 .000 .464 .000 .855 .696 .464 I req.= 305.24 in4 I act.=> 377.96 in4 W-L/360= 226.6 W-L/240= 339.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection =« 2.00" Actual Deflection = 1.67" Mem P01 P18 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 PI 5 P16 PI 7 SOI S02 S03 S04 S05 S06 S07 SOS S09 Matl R875 R875 1715 1212 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1212 1715 1010 1010 1010 1010 1010 1010 1010 1010 1010 Description 7/8 RD 7/8 RD 1 3/4 1 1/4 1 1/2 1X1 1 1/2 1X1 1 1/4 1X1 1X1 1 1/4 1X1 1 1/2 1X1 1 1/2 1 1/4 1 3/4 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 1X1 X 1 3/4 X .155 X 1 1/4 X .125 X 1 1/2 X .138 X .109 X 1 1/2 X .109 X .109 X 1 1/4 X .109 X .109 X .109 X 1 1/4 X .109 X .109 X 1 1/2 X .109 X .109 X 1 1/2 X .138 X 1 1/4 X .125 X 1 3/4 X .155 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 X .109 ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 10808. 10808. -6042. 5295. -4583. 3872. -3160. 2448. -1736. 1474. 1474. -1736. 2448. -3160. 3872. -4583. 5295. -6042. -1345. -1229. -1229. -1229. -1229. -1229. -1229. -1229. -1345. LX 49.17 49.17 32.11 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.78 32.11 26.81 24.50 24.50 24.50 24.50 24.50 24.50 24.50 26.81 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 224.80 224.80 93.05 133.38 110.93 167.07 110.30 167.07 132.94 167.07 167.07 132.94 167.07 110.30 167.07 110.93 133.38 93.05 136.66 124.89 124.89 124.89 124.89 124.89 124.89 124.89 136.66 Weld 3.5 3.5 2.6 2.8 2.2 2.4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 2.2 2.8 2.6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .666 .666 .721 .595 .956 .626 .818 .396 .788 .238 .238 .788 .396 .818 .626 .956 .595 .721 .816 .623 .623 .623 .623 .623 .623 .623 .816 Job: 1780901 Mark: J53S 10-15-98 11:22:18 Page 185 SMI Joist Engineering Report SMI Job # 1780901 Joist: 26K10 Job: PALOMAR TECH. CNTR 2 Joist Panel layout (in) Mark: J53S Reg. by: ASE8 LOG: CARLSBAD CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.e-F <--Util. t. : PP: : PP: 2. 28. 26. 46. 9. 000 000 875 875 000 750 OAL: 45'- 3 4/8" BL: 45'- 3 4/8" WL: 44'-ll 4/8" 18 @ 24.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 28.875 26.875 46.000 9.750 Verticals located at all bottom chord panel points. Depth: L 26.000 M 26.000 R 26.000 Ridge @ 22'- 7 6/8" Ef f. Depth: 24.83 Support Locations: (Prom Left End Base Length) 1) 0'- 2" 2) 45'- 1 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 306 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 306 306 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 6 167 Stress Deflec 1.33 .00 1.00 360.00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConV N/A TC-LE TC-LE PriWeb Sec Web TC-LE N/A N/A N/A N/A N/A GY 250 10000 10000 1112 1112 500 0'- 0'-. 0'- O1- 0'- 22'- 0" 0" 0" 0" 0" 7 6/8" 0 0 0 0 0 0 0'- 0'- O1- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 2 4 2 2 2 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Load Load Case Case Case Case Case Case # # # # # # 1 2 3 4 5 6 1-X .2 .2 .0 .0 .2 .1 1-Y -7128 -7128 -7128 -3754 .5 .5 .0 .0 .5 .0 2-Y -7128 -7128 -7128 -3754 .5 .5 .0 .0 .5 .0 Job: 1780901 Mark: J53S 10-15-98 11:22:18 Page 186 Matl Area RX RZ RYY Q Cc SXS SXL Description 2020 1.56 .615 .393 1.239 1.000 106.999 .413 1.022 2 X 2 X .205 Mem LC T01 T02 T03 T04 T05 TO 6 TO 7 TO 8 TO 9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 2020 2025 T22 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 3 3 5 Force Pills -22023 0 -21551 0 -29215 0 -29215 0 -37979 0 -37979 0 -34377 0 -34377 0 -38409 1 -38409 1 -40075 1 -400-75 1 -38409 1 -38409 1 -34377 0 -34377 0 -37979 0 -37979 0 -29215 0 -29215 0 -21551 0 .43 1. .00 -22024 0 LX KL/RX 26.9 43.7 26.9 43.7 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 24.0 39.0 26.9 43.7 098 26.9 24.5 LZ KL/RZ 26.9 68.4 26.9 68.4 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 12.0 30.5 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 24.0 61.1 26.9 68.4 623 1 26.9 43.2 LYY KL/RYY 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 36.0 29.1 .134 1. 36.0 31.7 fa FA -14154 19110 -13851 19110 -18776 22532 -18776 22532 -24409 22532 -24409 22532 -22094 22532 -22094 22532 -24685 25967 -24685 25967 -25756 25967 -25756 25967 -24685 25967 -24685 25967 -22094 22532 -22094 22532 -24409 22532 -24409 22532 -18776 22532 -18776 22532 -13851 19110 000 106. -6419 22842 +Moment -Moment 1417 -1984 688 -1984 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 775 -1711 999 2.910 1526 -1711 fb FB 1386 27000 673 27000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 758 27000 2.625 581 27000 FE CM 78177 .9457 78177 .9468 98029 .9234 98029 .9234 98029 .9004 98029 .9004 98029 .9098 98029 .9098 98029 .8993 98029 .8993 98029 .8949 98029 .8949 98029 .8993 98029 .8993 98029 .9098 98029 .9098 98029 .9004 98029 .9004 98029 .9234 98029 .9234 78177 .9468 2 X 2 X 2 X 2 X 249483 .9923 ARat BRat -.557 .042 -.545 .020 -.627 .000 -.627 .000 -.814 .000 -.814 .000 -.981 .000 -.981 .000 -.951 .000 -.951 .000 -.992 .000 -.992 .000 -.951 .000 -.951 .000 -.981 .000 -.981 .000 -.814 .000 -.814 .000 -.627 .000 -.627 .000 -.545 .023 .205 ,250 -.211 .016 SRat .599 .565 .627 .627 .814 .814 .981 .981 .951 .951 .992 .992 .951 .951 .981 .981 .814 .814 .627 .627 .568 .228 Job: 1780901 Mark: J53S 10-15-98 11:22:18 Page 187 2025 1.88 .609 .391 1.250 1.000 106.999 1.175 .494 2 X 2 X .250 B01 B02 B03 B04 BOB B06 B07 BOB B09 BIO 1 1 1 1 1 1 1 1 1 1 13946 0 23893 0 31474 0 36689 0 39538 0 39538 0 36689 0 31474 0 23893 0 13946 0 33.8 55.4 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 48.0 78.8 33.8 55.4 33.8 86.3 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 48.0 122.7 33.8 86.3 87 65 87 65 138 104 138 104 138 104 138 104 130 98 130 98 87 65 87 65 .0 .4 .0 .4 .8 .3 .8 .3 .8 .3 .8 .3 .8 .3 .8 .3 .0 .4 .0 .4 7438 30000 12743 30000 16786 30000 19567 30000 21087 30000 21087 30000 19567 30000 16786 30000 12743 30000 7438 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48607 .9388 24031 .7879 24031 .7206 24031 .6743 24031 .6490 24031 .6490 24031 .6743 24031 .7206 24031 .7879 48607 .9388 .248 .000 .425 .000 .560 .000 .652 .000 .703 .000 .703 .000 .652 .000 .560 .000 .425 .000 .248 .000 .248 .425 .560 .652 .703 .703 .652 .560 .425 .248 Summary of Joist Deflection Criteria (in, in* 4, plf) I req.= 496.21 in4 I act.= 525.65 in4 W-L/360= 216.1 W-L/240= 324.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.26" Actual Deflection = 2.24" Mem P01 P22 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 P13 P14 P15 P16 P17 PI 8 Matl R875 R875 1515 2016 1717 1513 1513 1010 1510 1010 1210 1010 1010 1210 1010 1510 1010 1513 1513 Description 7/8 RD 7/8 RD 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/2 X X 2 X 3/4 X 1/2 X 1/2 X XIX 1/2 X XIX 1/4 X XIX XIX 1/4 X XIX 1/2 X XIX 1/2 X 1/2 X 1 1/2 .163 1 3/4 1 1/2 1 1/2 .109 1 1/2 .109 1 1/4 .109 .109 1 1/4 .109 1 1/2 .109 1 1/2 1 1/2 X X X X X X X X X X .155 .170 .138 .138 .109 .109 .109 .109 .138 .138 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 14315. 14315. -6823. 7930. -7079. 6227. -5376. 4525. -3674. 2823. -1972. 1546. 1546. -1972. 2823. -3674. 4525. -5376. 6227. LX 44.76 44.76 23.63 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 30.60 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L/R 204.62 204 80 77 88 103 103 155 102 155 124 155 155 124 155 102 155 103 103 .62 .22 .43 .87 .55 .55 .96 .96 .96 .09 .96 .96 .09 .96 .96 .96 .55 .55 Weld 3.5 3.5 2.9 3.2 2.8 3.0 2.6 2.8 2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.8 2.6 3.0 SRatio .882 .882 .816 .423 .728 .526 .982 .732 .849 .457 .780 .250 .250 .780 .457 .849 .732 .982 .526 Job: 1780901 Mark: J53S 10-15-98 11:22:18 Page 188 P19 P20 P21 SOI S02 S03 S04 SOS S06 S07 SOS S09 S10 Sll 1717 2016 1515 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1 2 1 1 1 1 1 1 1 1 1 1 1 1 3/4 X X 2 X 1/2 X XIX XIX XIX XIX XIX XIX XIX XIX XIX XIX XIX 1 3/4 X .170 .163 1 1/2 X .155 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 .109 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -7079. 7930. -6823. -1S94. -1312. -1312. -1312. -1312. -1312. -1312. -1312. -1312. -1312. -1594. 30.60 30.60 23.63 26.72 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 26.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 77 80 136 112 112 112 112 112 112 112 112 112 136 .87 .43 .22 .22 .14 .14 .14 .14 .14 .14 .14 .14 .14 .22 2.8 3.2 2.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 .728 .423 .816 .961 .536 .536 .536 .536 .536 .536 .536 .536 .536 .961 Job: 1780901 Mark: Gl 10-15-98 13:52:43 Page 001 SMI Joist Engineering Report SMI Job # 1780901 Joist: 40G5N7.0K Mark: Gl Job: PALOMAR TECH. CNTR 2 LOG : CARLSBAD Joist Panel layout (in) Req. by: ASE8 CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 25.875 23.750 44.000 5.625 OAL: 39'- 3 1/8" BL: 39'- 1 1/8" WL: 38'- 9 1/8" 6 @ 48.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 54.750 76.750 71.500 60.000 Verticals located at all bottom chord panel points. Depth: L 40.000 M 40.000 R 40.000 Ridge @ 19'- 6 4/8" Eff. Depth: 38.43 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 38'-ll 1/8" Joist Loading (ft, Ibs, & ft*lbs) LC 1 4 U. Load 0 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 0 0 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Type Ref-pt Orient Load Distance Load Distance Load Cases Chrd Chrd Shea MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA ConA TC-LE TC-LE N/A PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY 50000 50000 500 1000 1000 3500 1 7000 7000 1000 7000 1000 7000 3500 0 0 0 0 0 0 0 4 12 19 21 21 29 38 '- 0" '- 0" '- 0" i _ Q" ' - 0" '- 2" ._ 2" '- 1 5/8" '- 1 5/8" '- 6 4/8" '- 1 5/8" '- 3 5/8" '- 1 5/8" '-11 1/8" 0 0 0 0 0 0 1 0 0 0 0 0 0 0 O1 O1 0' 0' 0' O1 38' 0' 0' 0' 0' 0' O1 0' - 0" - 0" - 0" - 0" - 0" - 0" -11 1/8" - 0" - 0" - 0" - 0" - 0" - 0" - 0" 3 5 1 1 1 1 1 1 1 1 1 1 1 1 4 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) 1-X Load Case # i Load Case # 2 Load Case # 3 Load Case # 4 1-Y 2-Y .0 .0 •0 .0 -20577.3 -20577.3 .0 .0 -16461.4 -16461.4 .0 .0 Job: 1780901 Load Case # 5 Mark: Gl .0 -20577.3 -16461.4 10-15-98 13:52:43 Page 002 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 3528 6 3022 6 Mem LC T01 3 3528 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 3528 6 3022 6 Til 5 2025 1 B01 1 B02 1 B03 1 B04 1 BOS 1 .47 2. .00 Force Fills 50000 0 .85 1. -68664 0 -68663 0 -83743 0 -83743 0 -100144 1 -100144 1 -97049 1 -97049 1 -73436 1 .47 2. .00 -73438 0 .88 0 0 21162 0 46318 1 54424 1 39618 1 297 1 LX .043 1. LZ KL/RX KL/RZ 4. 1. 086 23. 22. 23. 21. 48. 44. 48. 44. 48. 44. 60. 55. 48. 44. 48. 44. 64. 59. 297 1 52. 23. 609 38. 63. 53. 88. 96. 157. 108. 177. 96. 157. 0 4.0 7 3.8 .691 1. 9 23.9 0 34.5 8 23.8 9 34.4 0 48.0 2 69.4 0 48.0 2 69.4 0 24.0 2 34.7 0 30.0 2 43.4 0 24.0 2 34.7 0 24.0 2 34.7 8 32.4 6 46.8 .043 1. 8 52.8 0 50.6 .391 1. 5 38.5 2 98.4 6 53.6 1 137.1 0 48.0 7 122.7 0 54.0 4 138.1 0 48.0 7 122.7 690 .922 LYY KL/RYY 36 21 837 47 25 47 25 96 52 96 52 88 48 88 48 94 51 94 51 117 64 690 117 69 250 47 38 96 76 96 76 94 75 117 94 .0 .3 .955 .6 .9 .6 .9 .0 .3 .0 .3 .9 .4 .9 .4 .0 .2 .0 .2 .5 .0 .922 .5 .5 1.000 .6 .1 .0 .8 .0 .8 .0 .2 .5 .0 111. fa FA 7723 30000 109. 17820 25466 17819 25488 21733 20366 21733 20366 25989 23638 25989 22641 25186 23243 25186 23243 19058 21272 111. 11343 19856 106. 0 30000 11287 30000 24703 30000 29026 30000 21129 30000 416 10.271 +Moment -Moment 0 0 517 1.804 5 -1 0 -18 16 -18 1 -80 224 -80 224 -856 1086 -856 52 -322 57 -66 416 10.271 5 -66 999 1.175 0 0 0 0 0 0 0 0 0 0 12.765 fb FB 3 1/2 X 3 X 3 X FE CM 049229217 30000 4.633 1 30000 0 30000 3 30000 0 30000 48 30000 48 30000 235 30000 11 30000 12 30000 12.765 0 30000 .494 0 30000 0 30000 0 30000 0 30000 0 30000 .9999 3 1/2 X 309017 .9827 312279 .9829 76452 .8863 76452 .8863 76452 .8640 48929 .7875 76452 .8682 76452 .8682 42014 .8639 3 1/2 X 3 X 3 X 283073 .9880 2 X 2 X 37353 1.0000 19254 .7655 6008 -.6448 4747 -1.4460 6008 -.4068 3 1/2 X .227 ARat BRat .194 .000 3 1/2 X -.526 .000 -.526 .000 -.802 .000 -.802 .000 -.827 .001 -.863 .002 -.815 .007 -.815 .000 -.674 .000 3 1/2 X .227 -.430 .000 .250 .000 .000 .376 .000 .823 .000 .968 .000 .704 .000 .287 SRat .194 .287 .526 .526 .802 .802 .828 .865 .822 .815 .674 .287 .430 .000 .376 .823 .968 .704 Job: 1780901 Mark: Gl 10-15-98 13:52:43 Page 003 Summary of Joist Deflection Criteria (in, in*4, plf) I reg.= .00 in4 I act.= 1867.69 in4 W-L/360= 1198.2 W-L/240= 1797.3 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.95" Actual Deflection = 1.14" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 S03 S04 S05 Matl 1515 1715 1510 2016 1715 1517 1715 2016 2020 1715 1511 1510 1510 1510 1212 Description 1 1 1 2 1 1 1 2 2 1 1 1 1 1 1 1/2 X 3/4 X 1/2 X X 2 X 3/4 X 1/2 X 3/4 X X 2 X X 2 X 3/4 X .5X1 1/2 X 1/2 X 1/2 X 1/4 X 1 1/2 1 3/4 1 1/2 .163 1 3/4 1 1/2 1 3/4 .163 .205 1 3/4 .5 X . 1 1/2 1 1/2 1 1/2 1 1/4 X X X X X X X 117 X X X X .155 .155 .109 .155 .170 .155 .155 .109 .109 .109 .125 # 2 2 2 2 1 2 2 1 2 2 1 1 1 1 2 LC 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 Force 26038. -17762. 16915. -16909. 5702. -6010. -10247. 10320. -21528. 27816. -2214. -2003. -2003. -2003. -2185. LX 56.93 38.84 61.49 61.49 61.49 71.25 61.49 61.49 61.49 79.42 42.49 38.43 38.43 38.43 41.92 B 1 1 1 1 0 1 1 0 1 1 0 0 0 0 1 L/R 123 71 131 99 178 155 113 155 99 146 143 129 129 129 108 .48 .73 .53 .05 .20 .23 .57 .61 .99 .68 .22 .32 .32 .32 .95 Weld 11.2 7.6 10.3 6.9 2.5 2.4 4.4 4.2 7.0 12.0 2.0 2.0 2.0 2.0 2.0 SRatio .984 .841 .895 .918 ' .842 1.008 .853 .963 .941 .966 .976 .771 .771 .771 .220 Job: 1780901 Mark: G2 10-15-98 13:52:45 Page ,004 SMI Joist Engineering Report SMI Job # 1780901 Joist: 24G3N7.0K Mark: G2 Job: PALOMAR TECH. CNTR 2 LOG: CARLSBAD Joist Panel layout (in) Req. by: ASE8 CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 21.875 19.750 28.000 13.625 OAL: 19'- 2 5/8" BL: 18'- 8 5/8" WL: 18'- 4 5/8" 2 ® 48.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 4.000 2.000 39.000 48.000 39.000 48.000 Verticals located at all bottom chord panel points. Depth: L 24.000 M 24.000 R 24.000 Ridge ® 9'- 4 2/8" Eff. Depth: 22.66' Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 18'- 6 5/8" Joist Loading {ft, Ibs, & ft*lbs) LC 1 4 U. Load 0 0 Stress 1.00 1.33 Deflec 240.00 .00 LC 2 5 U. Load 0 0 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConA Dist ConA ConV ConA ConA N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY 500 70000 70000 1000 1000 3500 1 7000 1000 7000 3500 0'- 0'- 0'- 0'- 0'- 0'- 0'- 3'- 9'- 11'- 18'- 0" 0" 0" 0" 0" 2" 2" 5 5/8" 4 2/8" 5 5/8" 6 5/8" 0 0 0 0 0 0 1 0 0 0 0 0'- 0'- 0'- 0'- O1- 0'- 18'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 6 5/8" 0" 0" 0" 0" 1 3 5 1 1 1 1 1 1 1 1 2 4 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 .0 .0 .0 .0 .0 -12448.8 -12448.8 .0 .0 -12448.8 -9569.5 -9569.5 .0 .0 -9569.5 Job: 1780901 Mark: G2 10-15-98 13:52:45 Page 005 Matl Area RX Mat2 Depth 3025 5.50 2.352 3022 6.00 RYY 939 1.548 Cc 922 111.416 SXS SXL Description 9.821 10.468 3 X 3 X .250 3 X 3 X .227 Mem LC T01 3 3025 2 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 3025 5 3022 6 T08 3 1715 1 B01 1 B02 1 B03 1 B04 1 Summary Force Pills 70000 0 .88 -80266 0 -80265 0 - -89760 1 -89760 1 -79907 1 -79907 0 .50 2. .00 70000 0 .04 0 0 15644 0 22751 1 0 0 LX LZ KL/RX KL/RZ 4. 1. 930 19. 21. 19. 21. 48. 51. 48. 51. 48. 51. 37. 39. 352 6. 2. 541 24. 44. 61. 113. 96. 177. 34. 62. 0 4.0 7 4.3 .592 1 9 19.9 4 33.6 8 19.8 2 33.3 0 24.0 6 40.5 0 24.0 6 40.5 0 24.0 6 40.5 0 37.0 8 62.5 .939 1 0 6.0 6 6.4 .345 1 3 24.3 8 70.3 6 61.6 8 178.6 0 48.0 3 139.1 0 34.0 8 98.5 of Joist Deflection LYY KL/RYY 36 23 .633 39 24 39 24 70 43 70 43 85 52 85 52 .548 36 23 .133 39 35 70 62 85 75 85 75 .0 .3 .961 .6 .3 .6 .3 .7 .3 .7 .3 .0 .0 .0 .0 .922 .0 .3 .983 .6 .0 .7 .4 .0 .1 .0 .1 Criteria fa FA 12737 30000 109. 27918 25736 27918 25762 31221 23308 31221 23308 27794 23242 27794 21624 111. 12737 30000 107. 0 30000 15086 30000 21941 30000 0 30000 (in, +Moment -Moment 0 0 165 1.153 4 -1 0 -12 10 -17 8 -17 8 -16 8 -15 416 9.821 0 0 912 .614 0 0 0 0 0 0 0 0 in^4, plf) fb FB FE CM 051630026 30000 2.954 1 30000 0 30000 3 30000 3 30000 3 30000 3 30000 10.468 .9999 3 X 3 X 327215 .9744 331370 .9747 56100 .7774 56100 .7774 56100 .8514 94416 .9117 3 X 3 X 3 X 3 X 022946678 30000 .242 0 30000 0 30000 0 30000 0 30000 .9998 1 3/4 X 74437 1.0000 11527 .4765 4750 -.8477 37867 1.0000 ARat BRat .319 .000 .250 -.816 .000 -.815 .000 -1.007 .000 -1.007 .000 -.899 .000 -.966 .000 .250 .227 .319 .000 1 3/4 X .000 .000 .503 .000 .731 .000 .000 .000 SRat .319 .816 .815 1.007 1.007 .899 .967 .319 .155 .000 .503 .731 .000 I req.= 154.03 in4 I act.= 394.20 in4 W-L/360= 2369.7 W-L/240= 3554.6 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = .94" Actual Deflection = .36" Job: 1780901 Mark: G2 10-15-98 13:52:45 Page 006 Mem P01 P02 P03 P04 P05 P06 SOI S02 S03 Matl 1210 2016 1517 1212 1715 1210 1210 1210 1210 Description 1 1/4 X 1 1/4 X 2 X 2 X .163 1 1/2 X 1 1/2 X 1 1/4 X 1 1/4 X 1 3/4 X 1 3/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X 1 1/4 X .109 .170 .125 .155 .109 .109 .109 .109 # 2 1 1 2 2 2 1 1 1 LC 1 1 1 1 1 1 5 5 5 Force 14379. -11022. 5723. -4479. -15375. 12575. -1860. -1795. -1795. LX 34. 26. 53. 53. 53. 43. 23. 22. 22. 49 44 08 08 08 39 48 66 66 B 0 0 0 1 1 1 0 0 0 L/R 139.89 66.92 180.55 137.96 98.04 112.13 95.22 91.92 91.92 Weld 8.8 4.5 2.2 2.4 6.6 7.7 2.0 2.0 2.0 SRatio .920 .957 .935 .961 .983 .804 .469 .422 .422 Job: 1780901 Mark: G3 10-15-98 13:55:45 Page 007 SMI Joist Engineering Report SMI Job # 1780901 Joist: 44G5N9.0K Mark: G3 Job: PALOMAR TECH. CNTR 2 LOG : CARLSBAD Joist Panel layout (in) OAL: 39'- 3" BL: 39'- 1" WL: 38'- 9" 6 @ 48.000 Req. by: ASE8 CA Tech: MLC TC TC TC TC BC BC X: WP: EndP 1st EndP 1st T.o-Ft-J-IC J. L. : PP: ; PP: 2 2 25 23 48 1 .000 .000 .750 .750 .000 .500 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 66.750 ' 64.750 83.500 48.000 Verticals located at all bottom chord panel points. Depth: L 44.000 M 44.000 R 44.000 Ridge @ 19'- 6 4/8" Eff. Depth: 42.31" Support Locations: (Prom Left End Base Length) 1) 0'- 2" 2) 38'-11" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC u. Load 1 0 1.00 240.00 2 0 4 0 1.33 .00 5 0 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Load Distance Load Cases Chrd Chrd Shea MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA ConA TC-LE TC-LE N/A PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY 50000 50000 500 1000 1000 4500 1 9000 9000 1000 9000 1000 9000 4500 0 0 0 0 0 0 0 4 12 19 21 21 29 38 ' _ 0" '- 0" '- 0" t _ o" t_ o" '- 2" ' - 2" '- 1 4/8" '- 1 4/8" '- 6 4/8" '- 1 4/8" '- 1 4/8" '- 1 4/8" ' - 11 " 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 . 0 0 0 0 38 0 0 0 0 0 0 0 '- 0" i _ o" i _ o" '- 0" '- 0" i _ o" '-11" '- 0" '- 0" '- 0" i _ o" '- 0" '- 0" ' - 0" 3 5 1 1 1 1 1 1 1 1 1 1 1 1 4 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Case Case Case Case # # # # 1 2 3 4 1-X .1 .1 .0 .0 i-y -26188 -26188 .2 .2 .0 .0 2-Y -20850 -20850 .5 .5 .0 .0 Job: 1780901 Load Case # 5 Mark: G3 .1 -26188.2 -20850.5 10-15-98 13:55:45 Page 008 Matl Area RX Mat 2 Depth 3528 10.46 2.202 1 4043 6 Mem LC T01 3 3528 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 3528 10 4043 6 Til 5 2523 2 B01 1 B02 1 B03 1 B04 1 BOS 1 B06 1 .00 Force Fills 50000 0 .85 1. -73579 0 -73578 0 -88735 0 -88735 0 -107287 1 -107287 1 -103721 0 -103721 0 -76854 0 .46 2. .00 -76854 0 .19 0 0 24347 0 53119 0 62042 0 45395 0 0 0 LX R2 RYY .183 1.771 . KL/RX 4. 1. 086 23. 21. 23. 21. 48. 44. 48. 44. 48. 44. 60. 55. 48. 44. 48. 44. 52. 48. 202 1 64. 29. 772 43. 56. 49. 64. 96. 124. 108. 139. 96. 124. 70. 91. 0 8 - 8 9 8 9 0 2 0 2 0 2 0 2 0 2 0 2 8 6 8 4 • 6 5 5 1 0 3 0 9 0 3 5 3 LZ KL/RZ 4.0 3.4 691 1 23.8 34.4 23.8 34.4 48.0 69.4 48.0 69.4 24.0 34.7 30.0 43.4 48.0 69.4 48.0 69.4 52.8 76.3 183 1 64.8 54.7 492 1 43.6 88.6 49.5 100.5 96.0 194.9 108.0 219.3 96.0 194.9 70.5 143.2 LYY KL/RYY 36.0 20.3 .837 . 47.5 25.9 47.5 25.9 96.0 52.3 96.0 52.3 89.0 48.5 89.0 48.5 96.0 52.3 96.0 52.3 117.5 64.0 .771 . 117.5 66.3 .435 . 47.5 33.1 96.0 66.9 96.0 66.9 96.0 66.9 117.5 81.9 36.0 25.1 Q Cc SXS 955 109.517 19.647 fa FA 4779 30000 955 109. -19095 25488 -19095 25488 -23029 20366 -23029 20366 -27843 23634 -27843 22641 -26918 20366 -26918 20366 -19945 19168 955 109. -7345 20886 996 107. 0 30000 11096 30000 24209 30000 28275 30000 20689 30000 0 30000 +Moment -Moment 0 0 517 1.804 4 -3 0 -12 9 -18 8 -18 6 -22 15 -22 6 -22 8 -17 9 -23 517 19.647 33 -23 190 1.843 0 0 0 0 0 0 0 0 0 0 0 0 SXL 14.837 fb FB Description 31/2X3 1/2 X 4 X 4 X FE CM 045240512 30000 4.633 1 30000 0 30000 2 30000 2 30000 1 30000 3 30000 1 30000 2 30000 2 30000 14.837 2 30000 .731 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 1.0000 3 1/2 X 312279 .9817 312279 .9817 76452 .8795 76452 .8795 76452 .8543 48929 .7724 76452 .8592 76452 .8592 63303 .9055 3 1/2 X 4 X 4 X 172651 .9872 2 1/2 X 46795 1.0000 36347 .8779 9663 -.0021 7635 -.4813 9663 .1436 17918 1.0000 .437 ARat BRat .120 .000 3 1/2 X -.563 .000 -.563 .000 -.850 .000 -.850 .000 -.886 .000 -.925 .000 -.994 .000 -.994 .000 -.782 .000 3 1/2 X .437 -.264 .000 2 1/2 X .000 .000 .370 .000 .807 .000 .943 .000 .690 .000 .000 .000 .287 SRat .120 .287 .563 .563 .850 .850 .886 .925 .994 .994 .782 .287 .264 .230 .000 .370 .807 .943 .690 .000 Job: 1780901 Mark: G3 10-15-98 13:55:45 Page 009 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= .00 in4 I act.= 2508.49 in4 W-L/360= 1610.6 W-L/240= 2415.9 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.95" Actual Deflection = 1.09" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 S03 S04 SOS Matl 1717 2016 1511 2018 1715 1715 1717 1212 2025 2016 1517 1510 1510 1510 1212 Description # 1 3/4 2X2 1.5 X 2X2 1 3/4 1 3/4 1 3/4 1 1/4 2X2 2X2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/4 X X 1. X X X X X X X X X X X X 1 3/4 .163 5 X . .187 1 3/4 1 3/4 1 3/4 1 1/4 .250 .163 1 1/2 1 1/2 1 1/2 1 1/2 1 1/4 X 117 X X X X X X X X X .170 .155 .155 .170 .125 .170 .109 .109 .109 .125 2 2 2 2 1 2 2 2 2 2 1 1 1 1 2 LC 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 Force 32775. -22199. 19936. -19930. 6313. -6686. -11849. 11855. -25472. 32400. -2424. -2146. -2146. -2146. -2159. LX 62.50 42.34 63.98 63.98 63.98 73.42 63.98 63.98 63.98 81.37 47.80 42.31 42.31 42.31 42.57 B 1 1 1 1 0 1 1 1 1 1 0 0 0 0 1 L/R 115. 68. 137. 103. 185. 135. 118. 166. 105. 131. 162. 142. 142. 142. 110. 88 20 21 64 44 60 64 30 08 07 60 38 38 38 66 Weld 12.9 9.1 11.4 7.1 2.7 2.9 4.6 6.3 9.1 13.3 2.0 2.0 2.0 2.0 2.0 SRatio .965 .864 .985 1.009 1.009 .794 .986 .924 1.006 .863 .966 1.001 1.001 1.001 .224 Job: 1780901 Mark: G4 10-15-93 13:55:48 Page 010 SMI Joist Engineering Report SMI Job # 1780901 Job: PALOMAR TECH. CNTR Joist Panel layout (in) TC X TC WP TC En TC is BC En BC is Left dP: 4 t PP: 4 dP: 5 t PP: 3 2.000 2.000 1.500 8.000 2.000 7.500 Joist: 44G6N9.0K Mark: G4 Req. by: ASE8 2 LOG: CARLSBAD CA Tech: MLC OAL: 39'-ll" BL : 39'- 7 " WL: 39'- 3" 6 @ 48.000 Pi cih t- TC X: 2.000 TC WP: 2.000 TC EndP: 49.500 TC 1st PP: 48.000 BC EndP: 52.000 BC 1st PP: 45.500 Verticals located at all bottom chord panel points. Depth: L 44.000 M 44.000 R Support Locations: (From Left End 1) Joist 0 ' - 2 " Loading LC U. Load 1 4 Type Shea Chrd Chrd MinS MinS ConA Dist ConA ConA ConA ConV ConA ConA ConA Joist Load Load Load Load 0 0 Ref-pt N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE 2) 39 (ft, Ibs, '-5" 44.000 Ridge Base Length) @ 19'- 9 4/8'1 Eff. Depth: 42.18 & ft*lbs) Stress Deflec LC U. 1.00 240 1.33 Orient N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY .00 .00 Load 500 50000 50000 1000 1000 ' 4500 1 9000 9000 9000 1000 9000 9000 4500 2 5 Load Stress 0 1.00 0 1.33 Distance Load 0'- 0'- 0'- 0'- O1- 0'- 0'- 31- 11'- 19'- 19'- 27'- 35'- 39'- 0" 0" 0" 0" 0" 2" 2" 5 4/8" 5 4/8" 5 4/8" 9 4/8" 5 4/8" 5 4/8" 5" Deflec .00 .00 LC U. 3 Distance 0 0' 0 O1 0 0' 0 0' 0 0' 0 0' 1 39' 0 0' 0 0' 0 0' 0 O1 0 0' 0 0' 0 O1 - 0" - 0" - 0" - 0" - 0" - 0" - 5" - 0" - 0" - 0" - 0" - 0" - 0" - 0" Load Stress Deflec 0 1.33 .00 Load Cases 125 3 4 5 125 125 125 125 125 125 125 125 125 125 125 Reactions (Ibs) Case # 1 Case # 2 Case # 3 Case # 4 1-X . . . 6 6 0 0 1-Y 27901. 27901. . . 2-Y 7 -27137.4 7 -27137.4 0 .0 0 .0 Job: 1780901 Load Case # 5 Mark: G4 .6 -27901.7 -27137.4 10-15-98 13:55:48 Page Oil Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 3528 10 4043 6 Mem LC T01- 3 3528 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 . T10 5 Til 5 3528 10 4043 6 T12 3 3022 2 B01 1 B02 1 B03 1 B04 1 BOS 1 .46 2. .00 Force Pills 50000 0 .85 1. -77735 0 -75494 0 -104668 0 -104668 0 -116926 1 -116926 1 -106503 1 -106503 1 -76295 0 -76828 0 .46 2. .00 50000 0 .62 0 0 38292 0 60799 0 61765 0 40998 0 202 1. LX KL/RX 4.0 1.8 086 39.5 36.4 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 47.5 43.7 202 1. 4.0 1.8 934 47.6 51.0 85.5 91.6 96.0 102.8 96.0 102.8 93.5 100.1 183 1 LZ KL/RZ 4.0 3.4 691 1 39.5 57.1 48.0 69.4 48.0 69.4 48.0 69.4 24.0 34.7 24.0 34.7 24.0 34.7 24.0 34.7 48.0 69.4 47.5 68.7 183 1 4.0 3.4 594 1 47.6 80.2 85.5 144.0 96.0 161.7 96.0 161.7 93.5 157.5 .771 LYY KL/RYY 36 20 .837 39 21 96 52 96 52 96 52 96 52 92 50 92 50 96 52 96 52 47 25 .771 36 20 .628 96 59 96 59 96 59 92 56 96 59 .0 .3 • .5 .5 .0 .3 .0 .3 .0 .3 .0 .3 .0 .1 .0 .1 .0 .3 .0 .3 .5 .9 .0 .3 • .0 .0 .0 .0 .0 .0 .0 .5 .0 .0 955 109. fa FA 4779 30000 955 109. -20174 22354 -19592 20366 -27163 20366 -27163 20366 -30345 23084 -30345 23400 -27640 23400 -27640 23084 -19800 20366 -19939 20489 955 109. 4779 30000 922 111. 0 30000 14610 30000 23198 30000 23566 30000 15642 30000 517 19.647 +Moment -Moment 0 0 517 1.804 9 -16 8 -16 8 -16 8 -16 8 -16 8 -16 8 -16 8 -16 7 -20 15 -20 517 19.647 0 0 416 2.739 0 0 0 0 0 0 0 0 0 0 14.837 fb FB 3 1/2 X 4 X 4 X FE CM 045240512 30000 4.633 2 30000 2 30000 2 30000 2 30000 2 30000 2 30000 2 30000 2 30000 1 30000 3 30000 14.837 1.0000 3 1/2 X 112895 .9464 76452 .9231 76452 .8579 76452 .8579 76452 .8412 76452 .8412 76452 ,8554 76452 .8554 76452 .9223 78070 .9234 3 1/2 X 4 X 4 X 045240512 30000 1.055 0 30000 0 30000 0 30000 0 30000 0 30000 1.0000 3 X 3 X 57389 1.0000 17806 .6718 14124 .3430 14124 .3326 14889 .5798 3 1/2 X .437 ARat BRat .120 .000 3 1/2 X -.679 .000 -.723 .000 -1.003 .000 -1.003 .000 -.988 .000 -.975 .000 -.888 .000 -.900 .000 -.731 .000 -.732 .000 3 1/2 X .437 .120 .000 .227 .000 .000 .487 .000 .773 .000 .786 .000 .521 .000 .287 SRat .120 .287 .679 .723 1.003 1.003 .988 .975 .888 .900 .731 .732 .287 .120 .000 .487 .773 .786 .521 Job: 1780901 Mark: G4 10-15-98 13:55:48 Page 012 B06 1 Summary of 0 47.6 0 51.0 47.6 80.2 Joist Deflection 96.0 0 59.0 30000 Criteria (in, in*4 , 0 0 57389 0 30000 1.0000 plf) .000 .000 .000 I req.= .00 in4 I act.= 2782.79 in4 W-L/360= 1719.3 W-L/240= 2579.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.98" Actual Deflection = 1.10" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 S03 S04 SOS Matl 2016 2016 1513 1715 2016 2016 1715 1512 2018 2016 1510 1510 3025 1510 1510 Description 2 2 1 1 2 2 1 1 2 2 1 1 3 1 1 X 2 X X 2 X 1/2 X 3/4 X X 2 X X 2 X 3/4 X 1/2 X X 2 X X 2 X 1/2 X 1/2 X X 3 X 1/2 X 1/2 X .163 .163 1 1/2 1 3/4 .163 .163 1 3/4 1 1/2 .187 .163 1 1/2 1 1/2 .250 1 1/2 1 1/2 X X X X X X X X .138 .155 .155 .123 .109 .109 .109 .109 # 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Force 37063. -19931. 22559. -8920. 8914. 7629. -7761. 21401. -20785. 35877. -9278. -9004. -9921. -9004. -9020. LX 65.42 56.44 63.90 63.90 63.90 63.90 63.90 63.90 62.05 65.42 43.47 42.18 42.18 42.18 42.26 B 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 L/R 105 90 137 118 161 161 118 137 100 105 93 90 45 90 90 .39 .93 .91 .03 .73 .73 .03 .29 .50 .39 .00 .24 .34 .24 .40 Weld 15.2 8.2 10.9 3.8 3.6 3.1 3.3 11.6 7.4 14.7 5.7 5.5 3.5 5.5 5.5 SRatio .988 .972 .952 .802 .899 .769 .698 1.008 .999 .956 .942 .886 .143 .886 .889 Job: 1780901 Mark: G5 10-15-98 13:55:51 Page 013 SMI Joist Engineering Report SMI Job # 1780901 Joist: 44G6N9.0K Mark: G5 Req. by: ASE8 Job: PALOMAR TECH. CNTR 2 LOG : CARLSBAD CA Tech: MLC Joist Panel layout (in) T A-Pt- f~\m . 1 Q 1 T T Mjjert uALt' jy -J..L TC X: 2.000 BL: 39'- 7" TC WP: 2.000 WL : 39'- 3" TC EndP: 21.750 TC 1st PP: 19.750 8 @ 48.000 BC EndP: 40.000 BC 1st PP: 1.500 p-j crht-AV^M IA\— TC X: 2.000 TC WP: 2.000 TC EndP: 25.750 TC 1st PP: 23.750 BC EndP: 48.000 BC 1st PP: 1.500 Verticals located at all bottom chord panel points. Depth: L 44.000 M 44.000 R 44.000 Ridge ® Support Locations: {From Left End Base Length) 1) 0'- 2" 2) 39'- 5" Joist Loading (ft, Ibs, & ft*lbs) 19' LC U. Load Stress Deflec LC U. Load Stress Deflec 1 0 1.00 240.00 2 0 1.00 4 0 1.33 .00 5 0 1.33 Type Ref-pt Orient Load Distance Load Shea N/A N/A 500 0'- 0" 0 Chrd TC-LE N/A 50000 0'- 0" 0 Chrd TC-LE N/A 50000 O1- 0" 0 MinS PriWeb N/A 1000 0'- 0" 0 MinS SecWeb N/A 1000 0'- 0" 0 ConA TC-LE GY 4500 0'- 2" 0 Dist TC-LE GY 1 0'- 2" 1 ConA TC-LE GY 9000 3!- 5 4/8" 0 ConA TC-LE GY 9000 11 ' - 5 4/8" 0 ConA TC-LE GY 9000 19 ' - 5 4/8" 0 ConV TC-LE GY 1000 19 ' - 9 4/8" 0 ConA TC-LE GY 9000 27'- 5 4/8" 0 ConA TC-LE GY 9000 35'- 5 4/8" 0 ConA TC-LE GY 4500 39'- 5" 0 Joist Reactions (Ibs) l-X 1-Y 2-Y Load Case #1 .6 -27901.7 -27137.4 Load Case #2 .6 -27901.7 -27137.4 Load Case #3 .0 .0 .0 Load Case #4 .0 .0 .0 .00 .00 - 9 4/8 LC U. 3 Distance O1 0' 0' 0' 0' 0' 39' 0' 0' 0' 0' O1 0' 0' - 0" - 0" - 0" - 0" - 0" - 0" - 5" - 0" - 0" - 0" - 0" - 0" - 0" - 0" " Eff. Depth: 42.30 Load Stress Deflec 0 1.33 .00 Load Cases 125 3 4 5 125 125 125 125 125 125 125 125 125 125 125 Job: 1780901 Load Case # 5 Mark: G5 .6 -27901.7 -27137.4 10-15-98 13:55:51 Page 014 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 3528 10 4043 6 Mem LC T01 3 3528 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 T12 5 T13 5 3528 10 4043 6 T14 3 .46 2. .00 Force Fills 50000 0 .85 1. -71021 0 -71020 0 -88185 0 -88185 0 -110631 1 -110631 1 -111594 1 -111594 1 -90884 0 -90884 0 -74614 0 -74615 0 .46 2. .00 50000 0 202 1. LX KL/RX 4.0 1.8 086 19.8 18.2 19.8 18.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 23.8 21.9 23.8 21.9 202 1. 4.0 1.8 183 1 LZ KL/RZ 4.0 3.4 691 1 19.8 28.6 19.8 28.6 48.0 69.4 48.0 69.4 24.0 34.7 24.0 34.7 24.0 34.7 24.0 34.7 48.0 69.4 48.0 69.4 23.8 34.4 23.8 34.4 183 1 4.0 3.4 .771 LYY KL/RYY 36 20 .837 39 21 39 21 96 52 96 52 96 52 96 52 92 50 92 50 96 52 96 52 47 25 47 25 .771 36 20 .0 .3 • .5 .5 .5 .5 .0 .3 .0 .3 .0 .3 .0 .3 .0 .1 .0 .1 .0 .3 .0 .3 .5 .9 .5 .9 .0 .3 955 109. fa FA 4779 30000 955 109. -18431 26161 -18431 26161 -22886 20366 -22886 20366 -28711 23084 -28711 23084 -28961 23400 -28961 23400 -23586 20366 -23586 20366 -19364 25488 -19364 25488 955 109. 4779 30000 517 19.647 -fMoment -Moment 0 0 517 1.804 4 -1 0 -12 10 -17 8 -17 8 -16 8 -16 8 -16 8 -16 8 -17 10 -17 0 -12 5 -3 517 19.647 0 0 14.837 fb FB 3 1/2 X 4 X 4 X FE CM 045240512 30000 4.633 1 30000 0 30000 2 30000 2 30000" 2 30000 2 30000 2 30000 2 30000 2 30000 2 30000 0 30000 1 30000 14.837 1.0000 3 1/2 X 451580 .9878 451580 .9878 76452 .8803 76452 .8803 76452 .8498 76452 .8498 76452 .8485 76452 .8485 76452 .8766 76452 .8766 312279 .9814 312279 .9814 3 1/2 X 4 X 4 X 045240512 30000 1.0000 3 1/2 X .437 ARat BRat .120 .000 3 1/2 X -.530 .000 -.530 .000 -.845 .000 -.845 .000 -.935 .000 -.935 .000 -.931 .000 -.931 .000 -.871 .000 -.871 .000 -.571 .000 -.571 .000 3 1/2 X .437 .120 .000 .287 SRat .120 .287 .530 .530 .845 .845 .935 .935 .931 .931 .871 .871 .571 .571 .287 .120 Job: 1780901 Mark: G5 10-15-98 13:55:51 Page 015 2525 2.38 .769 .491 1.440 1.000 106.999 1.961 .789 2 1/2 X 2 1/2 X .250 B01 B02 B03 B04 B05 B06 B07 1 1 1 1 1 l l Summary 0 0 21850 0 54517 0 66741 0 56348 0 25417 0 0 0 of Joist 35.6 46.3 49.5 64.3 96.0 124.8 96.0 124.8 96.0 124.8 49.5 64.3 43.6 56.7 35.6 72.5 49.5 100.7 96.0 195.3 96.0 195.3 96.0 195.3 49.5 100.7 43.6 88.8 Deflection 39.5 27.4 96.0 66.7 96.0 66.7 92.0 63.9 96.0 66.7 96.0 66.7 47.5 33.0 Criteria 0 30000 9200 30000 22955 30000 28102 30000 23725 30000 10702 30000 0 30000 (in, in*4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 69671 1.0000 36087 .8980 9594 .0430 9594 -.1716 9594 .0109 36087 .8814 46461 1.0000 .000 .000 .307 .000 .765 .000 .937 .000 .791 .000 .357 .000 .000 .000 .000 .307 .765 .937 .791 .357 .000 I req.= 1555.61 in4 I act.= 2635.27 in4 W-L/360= 1628.2 W-L/240= 2442.3 Complex Loading Deflections: {Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.98" Actual Deflection = 1.16" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 SOI S02 S03 S04 S05 S06 Matl 1717 2016 1513 2021 2016 1715 1715 2016 2020 1512 2016 1717 1515 1511 1511 1511 1511 1517 Description 1 3/4 2X2 1 1/2 2X2 2X2 1 3/4 1 3/4 2X2 2X2 1 1/2 2X2 1 3/4 1 1/2 1.5 X 1.5 X 1.5 X 1.5 X 1 1/2 X X X X X X X X X X X X X 1. 1. 1. 1. X 1 3/4 X .163 1 1/2 X .219 .163 1 3/4 X 1 3/4 X .163 .205 1 1/2 X .163 1 3/4 X 1 1/2 X 5 X .117 5 X .117 5 X .117 5 X .117 1 1/2 X .170 .138 .155 .155 .123 .170 .155 .170 # 2 2 2 2 1 2 2 1 2 2 2 2 1 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 Force 32128. -23914. 22530. -22524. 8906. -8900. -7617. 7749. -21367. 21373. -23149. 34180. -2431. -2232. -2232. -2232. -2232. -2522. LX 56.86 42.33 63.98 63.98 63.98 63.98 63.98 63.98 63.98 63.98 42.33 62.49 46.07 42.30 42.30 42.30 42.30 47.80 B 1 1 1 1 0 1 1 0 1 1 1 1 0 0 0 0 0 0 L/R 105.43 68.19 138.08 104.37 161.92 118.17 118.17 161.92 104.05 137.46 68.19 115.87 156.36 142.60 142.60 142.60 142.60 162.58 Weld 12.6 9.8 10.9 6.9 3.6 3.8 3.3 3.2 6.9 11.6 9.5 13.4 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .946 .931 .951 .994 .900 .803 .687 .783 .998 1.007 .901 l.OOS .977 .975 .975 .975 .975 1.004 Job: 1780901 Mark: G6 10-15-98 13:55:55 Page 016 SMI Joist Engineering Report SMI Job # 1780901 Joist: 48G6N9.0K Mark: G6 Job: PALOMAR TECH. CNTR 2 LOG: CARLSBAD Joist Panel layout (in) TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 48.000 49.500 56.000 41.500 OAL: 43'-ll" BL: 43'- 7" WL: 43'- 3" 8 48.000 Req. by: ASE8 CA Tech: MLC Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 21.500 20.000 40.500 1.000 Verticals located at all bottom chord panel points. Depth: L 48.000 M 48.000 R 48.000 Ridge @ 21'- 9 4/8 Support Locations: (From Left End Base Length) 1) 0'- 2" 2} 43'- 5" Eff. Depth: 46.18 Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load Stress Deflec LC U. Load Stress Deflec 1 0 1.00 240.00 2 0 1.00 .00 3 0 1.33 .00 4 0 1.33 .00 5 0 1.33 .00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA ConA N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY 500 50000 50000 1000 1000 4500 1 9000 9000 1000 9000 9000 9000 4500 O1- O1- 0'- 0'- 0'- 0'- 0'- 8'- 16'- 21'- 24 ' - 32'- 40'- 43'- 0" 0" 0" 0" 0" 2" 2" 1 4/8" 1 4/8" 9 4/8" 1 4/8" 1 4/8" 1 4/8" 5" 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 43'- O1- O1- 0'- 0'- o1- 0'- 0'- 0" 0" 0" 0" 0" 0" 5" 0" 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 1 1 1 1 1 1 1 1 2 4 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Case Case Case Case # # # # 1 2 3 4 1-X .7 .7 .0 .0 1-Y -25093 -25093 .8 .8 .0 .0 2-Y -29949. -29949. . . 3 3 0 0 Job: 1780901 Load Case # 5 Mark: G6 .7 -25093.8 -29949.3 10-15-98 13:55:55 Page 017 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 3528 10 4043 6 Mem LC T01 3 3528 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 T12 5 T13 5 3528 10 4043 6 T14 5 .46 2. .00 Force Fills 50000 0 .85 1. -74076 0 -74075 0 -104614 0 -104614 0 -119326 1 -119326 1 -113668 1 -113668 1 -88854 0 -88854 0 -75576 0 -77825 0 .46 2. .00 -50000 0 202 1. LX KL/RX 4.0 1.8 086 46.0 42.4 49.5 45.6 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 48.0 44.2 36.0 33.1 26.0 23.9 25.5 23.5 202 1. 4.0 1.8 183 1 LZ KL/RZ 4.0 3.4 691 1 46.0 66.5 49.5 71.6 48.0 69.4 48.0 69.4 24.0 34.7 24.0 34.7 24.0 34.7 24.0 34.7 48.0 69.4 36.0 52.1 26.0 37.6 25.5 36.9 183 1 4.0 3.4 ^771 LYY KL/RYY 36 20 .837 95 52 95 52 96 52 96 52 68 37 68 37 96 52 96 52 96 52 96 52 96 52 39 21 .771 36 20 .0 .3 • .5 .0 .5 .0 .0 .3 .0 .3 .0 .0 .0 .0 .0 .3 .0 .3 .0 .3 .0 .3 .0 .3 .5 .5 .0 .3 955 109. fa FA 4779 30000 955 109. -19224 20852 -19224 19995 -27149 20366 -27149 20366 -30967 24224 -30967 24224 -29499 23084 -29499 23084 -23059 20366 -23059 23084 -19613 23084 -20197 25177 955 109. -4779 27028 517 19.647 +Moment -Moment 0 0 517 1.804 13 -20 8 -20 9 -16 6 -21 17 -21 3 -88 254 -88 254 -1025 3748 -1025 3748 -16217 41413 -17368 0 -17368 517 19.647 0 0 14.837 fb FB 3 1/2 X 4 X 4 X FE CM 045240512 30000 4.633 3 30000 2 30000 2 30000 1 30000 4 30000 1 30000 55 30000 55 30000 809 30000 -8987 30000 8939 30000 -9625 30000 14.837 1.0000 3 1/2 X 83244 .9307 71888 .9198 76452 .8580 76452 .8580 76452 .8380 76452 .8380 76452 .8457 76452 .8457 76452 .8794 135914 .9321 260569 .9774 270888 .9776 3 1/2 X 4 X 4 X 045240512 30000 1.0000 3 1/2 X .437 ARat BRat .120 .000 3 1/2 X -.693 .000 -.723 .000 -1.002 .000 -1.002 .000 -.961 .000 -.961 .000 -.961 .002 -.961 .002 -.851 .024 -.578 -.225 -.639 .243 -.506 -.241 3 1/2 X .437 -.133 .000 .287 SRat .120 .287 .693 .723 1.002 1.002 .961 .961 .963 .963 .875 .803 .882 .747 .287 .133 Job: 1780901 Mark: G6 10-15-98 13:55:55 Page 018 3022 2.62 .934 .594 1.628 .922 111.416 2.739 1.055 3 X 3 X .227 B01 B02 B03 604 BOS B06 B07 1 1 1 1 1 1 1 0 0 42575 0 66649 0 71393 0 55941 0 26037 0 0 0 51.6 55.3 89.5 95.9 96.0 102.8 96.0 102.8 96.0 102.8 37.0 39.6 48.1 51.5 51.6 86.9 89.5 150.7 96.0 161.7 96.0 161.7 96.0 161.7 37.0 62.3 48.1 81.1 95.5 58.7 96.0 59.0 96.0 59.0 96.0 59.0 96.0 59.0 96.0 59.0 96.0 59.0 0 30000 16244 30000 25430 30000 27240 30000 21344 30000 9934 30000 0 30000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 48840 1.0000 16250 .6001 14124 .2798 14124 .2286 14124 .3955 95081 .9582 56203 1.0000 .000 .000 .541 .000 .848 .000 .908 .000 .711 .000 .331 .000 .000 .000 .000 .541 .848 .908 .711 .331 .000 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 1960.27 in4 I act.= 3334.19 in4 W-L/360= 1539.7 W-L/240= 2309.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.18" Actual Deflection *= 1.27" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 SOI S02 S03 S04 SOS S06 Matl 1717 2518 1510 2017 1715 1510 2016 1212 2518 1512 2016 2017 1515 1515 1515 1515 1515 1212 Description 1 2 1 2 1 1 2 1 2 1 2 2 1 1 1 1 1 1 3/4 X 1/2 X 1/2 X X 2 X 3/4 X 1/2 X X 2 X 1/4 X 1/2 X 1/2 X X 2 X X 2 X 1/2 X 1/2 X 1/2 X 1/2 X 1/2 X 1/4 X 1 3/4 2 1/2 1 1/2 .176 1 3/4 1 1/2 .163 1 1/4 2 1/2 1 1/2 .163 .176 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/4 X X X X X X X X X X X X X X .170 .187 .109 .155 .109 .125 .187 .123 .155 .155 .155 .155 .155 .125 # 2 2 2 2 1 2 2 2 2 2 2 2 1 1 1 1 1 2 LC 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 1 Force 32450. -28351. 17428. -17422. 4436. -3589. -11440. 11446. -24432. 21483. -21797. 38449. -2422. -2387. -2387. -2387. -2387. -4726. LX 71.06 62.09 66.61 66.61 66.61 66.61 66.61 66.61 66.61 58.56 46.20 68.43 46.87 46.18 46.18 46.18 46.18 52.52 B 1 1 1 1 0 1 1 1 1 1 1- 1 0 0 0 0 0 1 L/R 131 79 142 107 193 142 107 173 85 125 74 110 159 156 156 156 156 136 .75 .77 .50 .62 .05 .50 .31 .13 .58 .81 .42 .57 .08 .75 .75 .75 .75 .50 Weld 12.7 10.1 10.7 6.6 2.0 2.2 4.7 6.1 8.7 11.6 8.9 14.6 2.0 2.0 2.0 2.0 2.0 2.5 SRatio .955 .871 .940 1.004 .769 .774 .706 .967 .795 1.012 .895 .952 1.008 .964 .964 .964 .964 .993 Job: 1780901 Mark: G7 10-15-98 13:55:57 Page 019 SMI Joist Engineering Report SMI Job # 1780901 Joist: 44G5N9.0K Mark: G7 Job: PALOMAR TECH. CNTR 2 LOG: CARLSBAD Joist Panel layout (in) Req. by: ASE8 CA Tech: MLC TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 41.500 48.000 52.000 37.500 39'-10 6/8" BL: 39'- 8 6/8" WL: 39'- 4 6/8" 6 ® 48.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 50.625 48.625 51.250 48.000 Verticals located at all bottom chord panel points. Depth: L 44.000 M 44.000 R 44.000 Ridge @ 19'-10 3/8" Eff. Depth: 42.15 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 39'- 6 6/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 0 1.00 240.00 2 0 4 0 1.33 .00 5 0 Type Ref-pt Orient Load Distance Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA ConA N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY 500 50000 50000 1000 1000 4500 1 9000 9000 1000 9000 9000 1000 4500 0' 0' 0' 0' 0' 0' 0' 7' 15' 19' 23' 31' 31' 39' - 0" - 0" - 0" - 0" - 0" - 2" - 2" - 5 4/8" - 5 4/8" -10 3/8" - 5 4/8" - 5 4/8" - 7 4/8" - 6 6/8" 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0'- 0'- O1- 0'- 0'- o1- 39'- 0'- 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 6 6/8" 0" 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 1 1 1 1 1 1 1 1 2 4 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Case Case Case Case # # # # 1 2 3 4 1-X .1 .1 .0 .0 1-Y -23592 -23592 .4 .4 .0 .0 2-Y -23447. -23447. . . 0 0 0 0 Job: 1780901 Load Case # 5 Mark: G7 .1 -23592.4 -23447.0 10-15-98 13:55:57 Page 020 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 4037 8 3022 6 Mem LC T01 3 4037 5 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 4037 8 3022 6 Til 5 2523 2 B01 1 B02 1 B03 1 B04 1 B05 1 B06 1 .34 2. .00 Force Pills 50000 0 .72 1. -72645 0 -72644 0 -101107 1 -101107 1 -113809 1 -113809 1 -103833 1 -103833 1 -72134 0 .34 2. .00 -72135 0 .19 0 0 39625 0 62584 0 64005 0 43656 0 0 0 194 1.175 1 LX LZ KL/RX KL/RZ 4 1 235 39 32 48 38 48 38 48 38 48 38 48 38 48 38 48 38 48 39 194 48 22 772 47 61 85 110 96 124 96 124 96 124 50 65 .0 4. .8 3. .788 .5 39. .0 50. .0 48. .9 60. .0 24. .9 30. .0 24. .9 30. .0 24. .9 30. .0 24. .9 30. -0 24. .9 30. .0 24. .9 30. .6 48. .4 61. 1.175 .6 48. .2 41 . .492 .6 47. .7 96. -5 85. .7 173. .0 96. .3 194. .0 96. .3 194. -0 96. .3 194. .3 50. .1 102. 0 4 2 5 2 0 9 0 5 0 5 0 5 0 5 0 5 0 5 6 7 1 6 4 1 6 7 5 6 0 9 0 9 0 9 3 0 .883 LYY KL/RYY 36.0 19.1 .051 1. 87.5 42.7 87.5 42.7 96.0 46.8 96.0 46.8 52.9 25.8 52.9 25.8 96.0 46.8 96.0 46.8 95.3 46.4 .883 . 95.3 50.6 .435 . 87.5 61.0 96.0 66.9 96.0 66.9 96.0 66.9 95.3 66.4 36.0 25.1 922 111. fa FA 5995 30000 000 106. -12703 24327 -12703 22555 -17680 24842 -17680 24842 -19901 25988 -19901 25988 -18157 24842 -18157 24842 -12614 22418 922 111. -8650 22660 996 107. 0 30000 18059 30000 28523 30000 29170 30000 19896 30000 0 14222 416 11.167 +Moment -Moment 0 0 999 3.046 9 -16 8 -16 8 -16 6 -21 15 -21 2 -80 222 -80 222 -906 1034 -906 416 11.167 0 -473 190 1.843 0 0 0 0 0 0 0 0 0 0 0 0 16.704 fb FB 4 X 4 X 3 X 3 X FE CM 044941024 30000 7.658 1 30000 1 30000 1 30000 1 30000 2 30000 0 30000 29 30000 29 30000 135 30000 16.704 0 30000 .731 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 .9999 4 X 4 X 145893 .9739 98798 .9614 98798 .9284 98798 .9284 98798 .9194 98798 .9194 98798 .9265 98798 .9265 96274 .9607 4 X 4 X 3 X 3 X 304119 .9915 2 1/2 X 39265 1.0000 12183 .4071 9663 -.1806 9663 -.2075 9663 .1764 35270 1.0000 .375 .227 ARat BRat .150 .000 .375 -.393 .000 -.423 .000 -.535 .000 -.535 .000 -.576 .000 -.576 .000 -.550 .001 -.550 ,001 -.423 .004 .375 .227 -.287 .000 2 1/2 X .000 .000 .602 .000 .951 .000 .972 .000 .663 .000 .000 .000 SRat .150 .393 .423 .535 .535 .576 .576 .550 .550 .427 .287 .230 .000 .602 .951 .972 .663 .000 Job: 1780901 Mark: G7 10-15-98 13:55:57 Page 021 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= .00 in4 I act.= 2827.57 in4 W-L/360= 1727.7 W-L/240= 2591.5 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.99" Actual Deflection = 1.04" Mem POl P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 303 S04 S05 Matl 1717 2021 1510 2016 1715 1715 2016 1510 2518 1715 1513 1511 1511 1511 1212 Description 1 2 1 2 1 1 2 1 2 1 1 1 1 1 1 3/4 X X 2 X 1/2 X X 2 X 3/4 X 3/4 X X 2 X 1/2 X 1/2 X 3/4 X 1/2 X .5 X 1. .5 X 1. .5 X 1. 1/4 X 1 3/4 X .219 1 1/2 X .163 1 3/4 X 1 3/4 X .163 1 1/2 X 2 1/2 X 1 3/4 X 1 1/2 X 5 X .117 5 X .117 5 X .117 1 1/4 X .170 .109 .155 .155 .109 .187 .155 .138 .125 tt 2 2 2 2 1 1 2 2 2 2 1 1 1 1 2 LC 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 Force 30394. -26216. 16039. -16033. 2387. -1515. -14295. 14302. -29400. 29904. -2346. -2276. -2276. -2276. -2276. LX 65.40 56.42 63.88 63.88 63.88 63.88 63.88 63.88 63.88 64.83 43.44 42.15 42.15 42.15 42.16 B 1 1 1 1 0 0 1 1 1 1 0 0 0 0 1 L/R 121.26 92.03 136.66 102.91 185.14 185.14 102.91 136.66 82.07 119.73 147.02 142.09 142.09 142.09 109.57 Weld 11.9 8.0 9.8 6.6 2.0 2.0 5.8 8.7 10.5 12.9 2.0 2.0 2.0 2.0 2.0 SRatio .895 .960 .848 .921 .380 .966 .822 .756 .923 .961 .931 .988 .988 .988 .232 Job: 1780901 Mark: Gil 10-15-98 13:56:00 Page 022 SMI Joist Engineering Report SMI Job # 1780901 Joist: 32G5N8.0K Mark: Gil Req. by: ASE8 Job: PALOMAR TECH. CNTR 2 LOG: CARLSBAD CA Tech: MLC Joist Panel layout (in) TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 45.500 48.000 45.500 48.000 OAL: 35'- 4 1/8" BL: 34'-10 5/8" WL: 34'- 6 5/8" 6 @ 48.000 Right TC X: TC WP: TC EndP: TC 1st PP: BC EndP: EC 1st PP: 3.500 2.000 19.625 17.500 36.000 1.125 Verticals located at all bottom chord panel points. Depth: L 32,000 M 32.000 R 32.000 Ridge @ 17'- 5 2/8" Eff. Depth: 30.15" Support Locations: (From Left End Base Length) 1) 0'- 2" - 2) 34'- 8 5/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 0 1.00 240.00 2 0 4 0 1.33 .00 5 0 Type Ref-pt orient Load Distance Stress Deflec LC U, Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Load Distance Load Cases Shea Chrd Chrd MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY 500 50000 50000 1000 1000 4000 1 8000 8000 1000 8000 8000 4000 0'- 0'- 0'- 0'~ O1- 0'- 0'- 7'- 15'- 17'- 23'- 31'- 34'- 0" 0" 0" 0" 0" 2" 2" 9 4/8" 9 4/8" 5 2/8" 9 4/8" 9 4/8" 8 5/8" 0 0 0 0 0 0 1 0 0 0 0 0 0 0'- 0'- 0'- 0'- 0'- 0'- 34'- 0'- 0'- 0'- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 8 5/8" 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 1 1 1 1 1 1 1 2 4 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case # 1 Load Case # 2 Load Case # 3 Load Case # 4 Load Case # 5 .2 .2 .0 .0 .2 -18341.8 -18341.8 .0 .0 -18341.8 -22692.7 -22692.7 .0 .0 -22692.7 Job: 1780901 Mark: Gil 10-15-98 13:56:00 Page 023 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat 2 Depth 4037 8 3022 6 Mem LC T01 3 T02 5 4037 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 4037 8 3022 6 T12 5 2523 2 B01 1 B02 1 B03 1 B04 1 BOS 1 B06 1 .34 2. .00 Force Fills 50000 0 -70688 0 .72 1. -70688 0 -103591 1 -103591 1 -110062 1 -110062 1 -88788 0 -88788 0 -71077 0 -71077 0 .34 2. .00 -50000 0 .19 0 0 43511 0 63665 0 55797 0 21774 0 0 194 1 LX .175 LZ 1 KL/RX KL/RZ 4. 1. 43. 19. 235 48. 38. 48. 38. 48. 38. 48. 38. 48. 38. 48. 38. 48. 38. 17. 14. 17. 14. 194 1 5. 2. 772 40. 52. 96. 124. 96. 124. 96. 124. 49. 63. 26. 0 4. 8 3. 5 43. 8 37. .788 0 48. 9 60. 0 24. 9 30. 0 24. 9 30. 0 24. 9 30. 0 24. 9 30. 0 48. 9 60. 0 48. 9 60. 5 17. 2 22. 6 17. 3 22. .175 . 5 5. 5 4. .492 5 40. 4 82. 0 96. 3 194. 0 96. 3 194. 0 96. 3 194. 1 49. 6 99. 0 26. 0 4 5 0 2 0 9 0 5 0 5 0 5 0 5 0 9 0 9 5 2 6 4 1 5 7 1 5 2 0 9 0 9 0 9 1 8 0 .883 . LYY KL/RYY 36.0 19.1 91.5 48.6 .051 1. 91.5 44.6 96.0 46.8 96.0 46.8 76.2 37.1 76.2 37.1 96.0 46.8 96.0 46.8 35.1 17.1 35.1 17.1 .883 . 36.0 19.1 .435 . 91.5 63.7 96.0 66.9 76.2 53.1 96.0 66.9 96.0 66.9 35.1 922 111- fa FA 5995 30000 -8476 22929 000 106. -12361 22555 -18114 24842 -18114 24842 -19246 25988 -19246 25988 -15526 22555 -15526 22555 -12429 28061 -12429 28043 922 111. -5995 26257 996 107. 0 30000 19830 30000 29015 30000 25429 30000 9923 30000 0 416 11.167 +Moment -Moment 0 0 12 -17 999 3.046 8 -17 8 -16 8 -16 8 -16 8 -16 8 -17 9 -17 0 -12 3 0 416 11.167 0 0 190 1.843 0 0 0 0 0 0 0 0 0 0 0 16.704 fb FB 4 X 4 X 3 X 3 X FE CM 044941024 30000 1 30000 7.658 1 30000 1 30000 1 30000 1 30000 1 30000 1 30000 1 30000 0 30000 0 30000 16.704 .9999 380001 .9933 4 X 4 X 98798 .9625 98798 .9267 98798 .9267 98798 .9221 98798 .9221 98798 .9371 98798 .9371 743281 .9950 732776 .9949 4 X 4 X 3 X 3 X 023770459 30000 .731 0 30000 0 30000 0 30000 0 30000 0 30000 0 .9999 2 1/2 X 54295 1.0000 9663 .1792 9663 -.2010 9663 -.0526 36904 .8924 131743 .375 .227 ARat BRat .150 .000 -.278 .000 .375 -.412 .000 -.548 .000 -.548 .000 -.557 .000 -.557 .000 -.518 .000 -.518 .000 -.333 .000 -.333 .000 .375 .227 -.172 .000 2 1/2 X .000 .000 .661 .000 .967 .000 .848 .000 .331 .000 .000 SRat .150 .278 .412 .548 .548 .557 .557 .518 .518 .333 .333 .172 .230 .000 .661 .967 .848 .331 Job: 1780901 0 Mark: Gil 33.7 52.8 24.5 23839 10-15-98 13:56:00 Page 024 0 30000 1.0000 .000 .000 Summary of Joist Deflection Criteria (in, inA4, plf) I req.= .00 in4 I act.= 1451.70 in4 W-L/360= 1314.8 W-L/240= 1972.2 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.74" Actual Deflection = 1.10" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 S03 S04 SOS Matl 1515 2023 2017 1715 1510 1715 2017 1512 1515 1517 1210 1210 1210 1210 1510 Description 1 2 2 1 1 1 2 1 1 1 1 1 1 1 1 1/2 X X 2 X X 2 X 3/4 X 1/2 X 3/4 X X 2 X 1/2 X 1/2 X 1/2 X 1/4 X 1/4 X 1/4 X 1/4 X 1/2 X 1 1/2 .232 .176 1 3/4 1 1/2 1 3/4 .176 1 1/2 1 1/2 1 1/2 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 X X X X X X X X X X X X .155 .155 .109 .155 .123 .155 .170 .109 .109 .109 .109 .109 # 2 2 1 2 2 1 2 2 2 2 2 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 Force 26050. -27892. 12844. -12837. -5194. 5978. -21025. 21033. -19204. 28925. -2201. -2201. -2201. -2201. -2505. LX 52.93 56.68 56.68 56.68 56.68 56.68 56.68 56.68 30.17 45.44 30.15 30.15 30.15 30.15 34.31 6 1 1 0 1 1 0 1 1 1 1 1 0 0 0 0 L/R 114 92 143 104 121 164 91 121 65 99 77 122 122 122 115 .81 .73 .73 .70 .26 .28 .59 .78 .45 .01 .92 .29 .29 .29 .47 Weld 11.2 8.0 4.9 5.5 3.2 2.6 8.0 11.4 8.3 11.3 2.0 2.0 2.0 2.0 2.0 SRatio .985 .976 .950 .912 .812 .750 .949 .991 1.000 1.002 .166 .916 .916 .916 .768 Job: 1780901 Mark: G12 10-15-98 13:56:03 Page 025 SMI Joist Engineering Report SMI Job # 1780901 Joist: 48G5N10.0K Mark: G12 Req. by: ASE8 Job: PALOMAR TECH. CNTR 2 Loc: CARLSBAD CA Tech: MLC Joist Panel layout (in) Left TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 45.500 48.000 52.000 41.500 OAL: 39'- 3" BL: 38'-ll 4/8" WL: 38'- 7 4/8" 6 © 48.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 1.500 2.000 43.000 43.000 52.000 34.000 Verticals located at all bottom chord panel points. Depth: L 48.000 M 48.000 R 48.000 Ridge ® 19'- 5 6/8" Eff. Depth: 46.42" Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 38'- 9 4/8" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC 1 0 1.00 240.00 2 4 0 1.33 .00 5 U.Load 0 0 Stress Deflec LC 1.00 .00 3 1.33 -00 U. Load Stress Deflec 0 1.33 .00 Type Ref-pt Orient Load Distance Load Distance Load Cases Shea Chrd Chrd MinS MinS ConA Dist ConA ConA ConV ConA ConA ConA N/A TC-LE TC-LE PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY 500 50000 50000 1000 1000 5000 1 10000 10000 1000 10000 10000 5000 0'- 0'- 0'- 0'- 0'- 0'- 0'- 7'- 15'- 19'- 23'- 31'- 38'- 0" 0" 0" 0" 0" 2" 2" 9 4/8" 9 4/8" 5 6/8" 9 4/8" 9 4/8" 9 4/8" 0 0 0 0 0 0 1 0 0 0 0 0 0 O1- 0'- 0'- 0'- 0'- 0'- 38'- O1- 0'~ O1- 0'- 0'- 0'- 0" 0" 0" 0" 0" 0" 9 4/8" 0" 0" 0" 0" 0" 0" 1 3 5 1 1 1 1 1 1 1 1 1 1 2 4 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) 1-X Load Case # 1 1-Y 2-Y Load Case Load Case Load Case Load Case .3 .3 .0 .0 .3 -25195.7 -25195.7 .0 .0 -25195.7 -25842.9 -25842.9 .0 .0 -25842.9 Job: 1780901 Mark: G12 10-15-98 13:56:03 Page 026 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat 2 Depth 3031 6 3022 6 Mem LC T01 3 3031 3 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 3031 6 3022 6 T12 3 2525 2 B01 1 B02 1 B03 1 B04 1 BOS 1 B06 1 .17 2. .00 Force Fills 50000 0 .55 -71752 0 -71751 0 -100335 1 -100335 1 -110968 1 -110968 1 -98915 1 -98915 1 -72449 0 -72449 0 .17 2. .00 50000 0 .38 0 0 39803 0 60865 0 60114 0 37712 0 0 319 .936 1 LX LZ KL/RX KL/RZ 4 1 922 43 47 48 52 48 52 48 52 48 52 48 52 48 52 48 52 43 46 41 44 319 3 1 769 47 61 89 116 96 124 96 124 82 106 45 .0 4 .7 4 .589 .5 43 .2 73 .0 48 .1 81 .0 24 .1 40 .0 24 .1 40 .0 24 .1 40 .0 24 .1 40 .0 24 .1 40 .0 24 .1 40 .0 43 .7 73 .0 41 .5 69 .936 .5 3 ,5 3 .491 .6 47 .9 96 .5 89 .3 182 .0 96 .8 195 .0 96 .8 195 .0 82 .6 166 .0 45 .0 .3 1 .5 .8 .0 .5 .0 .7 .0 .7 .0 .7 .0 .7 .0 .7 .0 .7 .0 .0 .0 .6 1 .5 .7 1 .6 .9 .5 .1 .0 .3 .0 .3 .0 .9 .0 ,566 . LYY KL/RYY 36.0 23.0 .647 1. 91.5 55.6 91.5 55.6 96.0 58.3 96.0 58.3 51.8 31.4 51.8 31.4 96.0 58.3 96.0 58.3 84.0 51.0 84.0 51.0 .566 . 36.0 23.0 .440 1. 91.5 63.5 96.0 66.7 51.8 35.9 96.0 66.7 96.0 66.7 84.0 922 111. fa FA 8103 30000 000 106. -20216 20218 -20216 18717 -28269 23007 -28269 23007 -31265 24024 -31265 24024 -27869 23007 -27869 23007 -20412 20379 -20412 21014 922 111. 8103 30000 000 106. 0 30000 16759 30000 25627 30000 25311 30000 15879 30000 0 416 10.033 +Moment -Moment 0 0 999 1.412 12 -18 7 -18 8 -16 8 -16 8 -16 8 -16 8 -17 9 -17 5 -15 11 -15 416 10.033 0 0 999 1.961 0 0 0 0 0 0 0 0 0 0 0 12.330 fb FB 3 X 3 X 3 X 3 X FE CM 050205388 30000 3.487 3 30000 2 30000 2 30000 2 30000 2 30000 2 30000 2 30000 3 30000 1 30000 3 30000 12.330 .9999 3 X 3 X 67050 .9096 55068 .8899 55068 .7947 55068 .7947 55068 .7729 55068 .7729 55068 .7976 55068 .7976 68619 .9108 75477 .9189 3 X 3 X 3 X 3 X 065574385 30000 .789 0 30000 0 30000 0 30000 0 30000 0 30000 0 1.0000 2 1/2 X 38984 1.0000 11039 .3927 9594 -.0684 9594 -.0552 13150 .5170 43665 .312 .227 ARat BRat .203 .000 .312 -.752 .000 -.812 .000 -.924 .000 -.924 .000 -.978 .000 -.978 .000 -.911 .000 -.911 .000 -.753 .000 -.730 .000 .312 .227 .203 .000 2 1/2 X .000 .000 .559 .000 .854 .000 .844 .000 .529 .000 .000 SRat .203 .752 .812 .924 .924 .979 .979 .911 .911 .753 .730 .203 .250 .000 .559 .854 .844 .529 Job: 1780901 0 Mark: G12 58.5 91.6 58.3 30000 10-15-98 13:56:03 Page 027 0 30000 1.0000 .000 .000 Summary of Joist Deflection Criteria (in, in*4, plf) I req.= 1561.79 in4 I act.= 3070.22 in4 W-L/360= 1990.5 W-L/240= 2985.7 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 1.95" Actual Deflection = .98" Mem POl P02 P03 P04 P05 P06 P07 P08 P09 P10 SOI S02 S03 S04 SOS Matl 1717 2518 1510 2016 1715 1715 2016 1510 2021 1717 1515 1513 1513 1513 1515 Description 1 2 a 2 i i 2 1 2 1 1 1 1 1 1 3/4 X 1/2 X 1/2 X X 2 X 3/4 X 3/4 X X 2 X 1/2 X X 2 X 3/4 X 1/2 X 1/2 X 1/2 X 1/2 X 1/2 X 1 3/4 X 2 1/2 X 1 1/2 X .163 1 3/4 X 1 3/4 X .163 1 1/2 X .219 1 3/4 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X 1 1/2 X .170 .187 .109 .155 .155 .109 .170 .155 .138 .138 .138 .155 # 2 2 2 2 1 1 2 2 2 2 1 1 1 1 1 LC 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 Force 30416. -27753. 15372. -15366, 1439. 1907. -16298. 16304. -26449. 31367. -2241. -2219. -2219. -2219. -2261. LX 68 62 66 66 66 66 66 66 57 68 46 46 46 46 47 .22 .26 .77 .77 .77 .77 .77 .77 .54 .22 .87 .42 .42 .42 .28 B 1 1 1 1 0 0 1 1 1 1 0 0 0 0 0 L/R 126 80 142 107 193 193 107 142 93 126 159 157 157 157 160 .50 .00 .84 .57 .52 .52 .57 .84 .86 .50 .08 .10 .10 .10 .48 Weld 11.9 9.9 9.4 6.3 2.0 2.0 6.7 10.0 8.1 12.3 2.0 2.0 2.0 2.0 2.0 SRatio .895 .854 .833 .953 .250 .332 1.011 .884 .992 .923 .932 1.005 1.005 1.005 .957 Job: 1780901 Mark: G13 10-15-98 13:56:06 Page 028 SMI Joist Engineering Report SMI Job # 1780901 Joist: 48G6N10.0K Mark: G13 Req. by: ASE8 Job: PALOMAR TECH. CNTR 2 Loc : CARLSBAD CA Tech: MLC Joist Panel layout (in) T ** fft- fJUT • Alt— "7 II- Lie £ t — (jAij : ft j — / TC X: 2.000 BL: 43'- 3 4/8" TC WP: 2.000 WL : 42'-ll 4/8" TC EndP: 43.000 TC 1st PP: 42.500 8 @ 48.000 BC EndP: 52.000 BC 1st PP: 33.500 _ _ p -i rrh f TC X: 1.500 TC WP: 2.000 TC EndP: 26.000 TC 1st PP: 24.000 BC EndP: 49.000 BC 1st PP: 1.000 Verticals located at all bottom chord panel points. Depth: L 48.000 M 48.000 R 48.000 Ridge @ Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 43'- 1 4/8" Joist Loading (ft, Ibs, & ft*lbs) 21' LC U. Load Stress Deflec LC U. Load Stress Deflec 1 0 1.00 240.00 2 0 1.00 4 0 1.33 .00 5 0 1.33 Type Ref-pt Orient Load Distance Load Shea N/A N/A 500 O'-O" 0 Chrd TC-LE N/A 50000 O'-O" 0 Chrd TC-LE N/A 50000 O'-O" 0 MinS PriWeb N/A 1000 O'-O" 0 MinS SecWeb N/A 1000 O'-O" 0 ConA TC-LE GY 5000 0'- 2" 0 Dist TC-LE GY 1 0'- 2" 1 ConA TC-LE GY 10000 31- 1 4/8" 0 ConA TC-LE GY 10000 11 ' - 1 4/8" 0 ConA TC-LE GY 10000 19'- 1 4/8" 0 ConV TC-LE GY 1000 21'- 7 6/8" 0 ConA TC-LE GY 10000 27 '- 1 4/8" 0 ConA TC-LE GY 10000 35'- 1 4/8" 0 ConA TC-LE GY 5000 43 ' - 1 4/8" 0 Joist Reactions (Ibs) 1-X 1-Y 2-Y Load Case #1 .3 -33455.5 -27587.4 Load Case #2 .3 -33455.5 -27587.4 Load Case #3 .0 .0 .0 Load Case #4 .0 .0 .0 .00 .00 - 7 6/8 LC U. 3 Distance 0' O1 O1 0' 0' 0' 43 ' 0' 0' O1 O1 0' 0' 0' - 0" - 0" - 0" - 0" - 0" - 0" - 1 4/8 - Q" - 0" - 0" - 0" - 0" - 0" - 0" " Eff. Depth: 46.17 Load Stress Deflec 0 1.33 .00 Load Cases 125 3 4 5 125 125 125 "125 125 125 125 125 125 125 125 Job: 1780901 Load Case # 5 Mark: G13 .3 -33455.5 -27587.4 10-15-98 13:56:06 Page 029 Matl Area RX RZ RYY Q CC SXS SXL Description Mat2 Depth 3531 10 4043 6 Mem LC T01 5 3531 4 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 T12 5 T13 5 3531 10 4043 6 T14 5 .78 2. .00 Force Fills 50000 0 .17 1. -79363 0 -77674 0 -110241 0 -110241 0 -127792 1 -127792 1 -123109 1 -123109 1 -96959 0 -96959 0 -72993 0 -72994 0 .78 2. .00 -50000 0 211 1. LX KL/RX 4.0 1.8 083 41.0 37.9 42.5 39.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 24.0 22.2 24.0 22.2 211 1. 3.5 1.6 180 1 LZ KL/RZ 4.0 3.4 690 1 41.0 59.4 42.5 61.6 48.0 69.6 48.0 69.6 24.0 34.8 24.0 34.8 24.0 34.8 24.0 34.8 48.0 69.6 48.0 69.6 24.0 34.8 24.0 34.8 180 1 3.5 3.0 .776 LYY KL/RYY 36 20 .842 96 52 96 52 96 52 96 52 96 52 65 35 65 35 96 52 96 52 96 52 96 52 96 52 .776 36 20 .0 .3 • .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .8 .7 .8 .7 .0 .1 .0 .1 .0 .1 .0 .1 .0 .1 .0 .3 985 107. fa FA 4637 30000 985 107. -19017 22556 -18612 22193 -26416 20804 -26416 20804 -30621 23726 -30621 24888 -29499 24888 -29499 23726 -23233 20804 -23233 20804 -17490 23726 -17491 23726 985 107. -4637 27874 787 19.895 +Moment -Moment 0 0 787 1.949 27430 -23329 5879 -23329 5879 -1596 407 -1596 407 -129 14 -129 23 -24 5 -24 8 -18 9 -18 0 -12 5 -3 787 19.895 0 0 15.742 fb FB 3 1/2 X 4 X 4 X FE CM 045638630 30000 4.939 5553 30000 -11972 30000 1190 30000 82 30000 82 30000 3 30000 5 30000 1 30000 2 30000 2 30000 0 30000 1 30000 15.742 1.0000 3 1/2 X 104107 .9452 96888 .9424 75957 .8609 75957 .8609 75957 .8387 75957 .8387 75957 .8447 75957 .8447 75957 .8777 75957 .8777 303828 .9827 303828 .9827 3 1/2 X 4 X 4 X 059609640 30000 1.0000 3 1/2 X .437 ARat BRat .116 .000 3 1/2 X -.634 .155 -.466 -.300 -.955 .035 -.955 .002 -.970 .003 -.925 .000 -.891 .000 -.935 .000 -.840 .000 -.840 .000 -.554 .000 -.554 .000 3 1/2 X .437 -.125 .000 .312 SRat .116 .312 .789 .767 .990 .957 .973 .925 .891 .935 .840 .840 .554 .554 .312 .125 Job: 1780901 Mark: G13 10-15-98 13:56:06 Page 030 3025 2.88 .930 .592 1.633 .961 109.165 2.954 1.153 3 X 3 X .250 B01 B02 B03 B04 BOB B06 B07 1 1 1 1 1 1 1 Summary 0 0 41062 0 69019 0 75780 0 60036 0 23482 0 0 0 of Joist 47.6 51.2 81.5 87.6 96.0 103.2 96.0 103.2 96.0 103.2 49.0 52.7 42.0 45.1 47.6 80.4 81.5 137.6 96.0 162.1 96.0 162.1 96.0 162.1 49.0 82.7 42.0 70.9 Deflection 96.0 58.8 96.0 58.8 96.0 58.8 65.8 40.3 96.0 58.8 96.0 58.8 96.0 58.8 Criteria 0 30000 14283 30000 24007 30000 26358 30000 20882 30000 8168 30000 0 30000 (in, in"*4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 56987 1.0000 19460 .7064 14025 .3153 14025 .2483 14025 .4044 53834 .9393 73274 1.0000 .000 .000 .476 .000 .800 .000 .879 .000 .696 .000 .272 .000 .000 .000 .000 .476 .800 .879 .696 .272 .000 I req.= 2181.05 in4 I act.= 3635.69 in4 W-L/360= 1713.3 W-L/240= 2570.0 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.16" Actual Deflection = 1.29" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 SOI S02 S03 S04 SOS S06 Matl 2018 2018 1517 2016 1510 1715 1510 1511 2020 1717 2016 1717 1510 1511 1512 1511 1511 1715 Description 2 2 1 2 1 1 1 1. 2 1 2 1 1 1. 1 1. 1. 1 X 2 X X 2 X 1/2 X X 2 X 1/2 X 3/4 X 1/2 X 5X1. X 2 X 3/4 X X 2 X 3/4 X 1/2 X 5X1. 1/2 X 5X1. 5X1. 3/4 X .187 .187 1 1/2 X .163 1 1/2 X 1 3/4 X 1 1/2 X 5 X .117 .205 1 3/4 X .163 1 3/4 X 1 1/2 X 5 X .117 1 1/2 X 5 X .117 5 X .117 1 3/4 X .170 .109 .155 .109 .170 .170 .109 .123 .155 # 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 Force 40703. -23414. 27331. -12900. 12894. 3513. -4428. 18859. -18865. 33296. -23090. 32945. -8825. -10004. -10374. -10004. -10004. -2855. LX 68.05 57.04 66.60 66.60 66.60 66.60 66.60 66.60 66.60 66.60 46.18 65.88 47.04 46.17 46.17 46.17 46.17 51.58 B 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 0 L/R 110.23 92.39 145.10 107.29 142.47 193.02 142.47 142.82 108.31 123.48 74.39 122.15 100.62 99.01 99.19 99.01 99.01 149.49 Weld 14.5 8.3 10.7 5.3 7.9 2.0 2.7 10.7 6.1 13.1 9.4 12.9 5.4 5.7 5.6 5.7 5.7 2.0 SRatio .951 1.000 1.001 .796 .695 .609 .955 .955 .952 .980 .948 .970 .987 1.012 .996 1.012 1.012 .892 Job: 1780901 Mark: G14 10-15-98 13:56:09 Page 031 SMI Joist Engineering Report SMI Job # 1780901 Joist: 48G6N10.2K Mark: G14 Req. by: ASE8 Job; PALOMAR TECH. CNTR 2 Loc: CARLSBAD CA Tech: MLC Joist Panel layout (in) TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: 2.000 2.000 27.750 25.750 50.000 3.500 OAL: 43'- 3" BL: 43'- 1" WL: 42'- 9" Right 8 48.000 TC X: TC WP: TC EndP: TC 1st PP: BC EndP: BC 1st PP: .000 2.000 40.750 38.750 52.000 27.500 Verticals located at all bottom chord panel points. Depth: L 48,000 M 48.000 R 48.000 Ridge @ 21'- 6 4/8" Eff. Depth: 46.17 Support Locations: (From Left End Base Length) 1) 0'- 2" 2) 42'-11" Joist Loading (ft, Ibs, & ft*lbs) LC U. Load Stress Deflec LC U. Load 1 0 1.00 240.00 2 0 4 0 1.33 .00 5 0 Stress Deflec LC U. Load 1.00 .00 3 0 1.33 .00 Stress Deflec 1.33 .00 Type Ref-pt Orient Load Distance Load Distance Load Cases Chrd Chrd Shea MinS MinS ConA Dist ConA ConA ConA ConV ConA ConA ConA TC-LE TC-LE N/A PriWeb SecWeb TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE TC-LE N/A N/A N/A N/A N/A GY GY GY GY GY GY GY GY GY 50000 50000 500 1000 1000 5100 1 10200 10200 10200 1000 10200 10200 5100 0 0 0 0 0 0 0 4 12 20 21 27 35 42 '- 0" ' - 0" ' - 0" '- 0" i _ o" t_ 2" '_ 2" •_ 5 4/8" '- 5 4/8" •- 5 4/8" '- 6 4/8" '- 9 4/8" '- 9 4/8" '-11" 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0' 0' 0' 0' 0' 0' 42' 0' O1 0' 0' O1 0' 0' - 0" - 0" - 0" - 0" - 0" - 0" -11" - 0" - 0" - 0" - 0" - 0" - 0" - 0" 3 5 1 1 1 1 1 1 1 1 1 1 1 1 4 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 Joist Reactions (Ibs) Load Load Load Load Case Case Case Case # # ft ft l 2 3 4 1-X .2 .2 .0 .0 1-Y -32731. -32731. . m 8 8 0 0 2-Y -29510 -29510 .8 .8 .0 .0 Job: 1780901 Load Case # 5 Mark: G14 .2 -32731.8 -29510.8 10-15-98 13:56:09 Page 032 Matl Area RX RZ RYY Q Cc SXS SXL Description Mat2 Depth 3531 10 4043 6 Mem LC T01 3 3531 4 T02 5 T03 5 T04 5 T05 5 T06 5 T07 5 T08 5 T09 5 T10 5 Til 5 T12 5 3531 10 4043 6 T13 5 .78 2. .00 Force Fills 50000 0 .17 1. -78727 0 -78726 0 -98938 0 -98938 0 -124555 1 -124555 1 -128188 1 -128188 1 -109966 0 -109966 0 -76435 0 .78 2. .00 -76435 0 211 1. LX KL/RX 4.0 1.8 083 25.8 23.8 25.8 23.8 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 48.0 44.3 40.0 36.9 48.0 44.3 48.0 44.3 46.8 43.2 211 1. 38.8 17.5 180 1 LZ KL/RZ 4.0 3.4 690 1 25.8 37.3 25.8 37.3 48.0 69.6 48.0 69.6 24.0 34.8 24.0 34.8 24.0 34.8 20.0 29.0 48.0 69.6 48.0 69.6 46.8 67.8 180 1 38.8 32.8 .776 .985 LYY KL/RYY 36 20 .842 51 28 51 28 96 52 96 52 96 52 96 52 75 40 75 40 96 52 96 52 85 46 .776 85 48 .0 .3 .985 .5 .0 .5 .0 .0 .1 .0 .1 .0 .1 .0 .1 .0 .7 .0 .7 .0 .1 .0 .1 .5 .4 .985 .5 .2 107. fa FA 4637 30000 107. 18864 25857 18864 25857 23707 20804 23707 20804 29846 23726 29846 23726 30716 24888 30716 25397 26350 20804 26350 20804 18315 21127 107. -7088 24330 787 19.895 +Moment -Moment 0 0 787 1.949 5 -4 0 -12 10 -17 8 -17 8 -16 8 -17 9 -17 4 -13 9 -17 8 -17 8 -15 787 19.895 9 -15 15.742 fb FB 3 1/2 X 4 X 4 X FE CM 045638630 30000 4.939 1 30000 0 30000 2 30000 2 30000 2 30000 2 30000 2 30000 1 30000 2 30000 2 30000 2 30000 15.742 1 30000 1.0000 3 1/2 X 263934 .9786 263934 .9786 75957 .8752 75957 .8752 75957 .8428 75957 .8428 75957 .8382 109378 .8877 75957 .8612 75957 .8612 80073 .9314 3 1/2 X 4 X 4 X 486305 .9956 3 1/2 X .437 ARat BRat .116 .000 3 1/2 X -.549 .000 - .549 .000 -.857 .000 -.857 .000 -.946 .000 -.946 .000 -.928 .000 -.909 .000 -.952 .000 -.952 .000 -.652 .000 3 1/2 X .437 -.219 .000 .312 SRat .116 .312 .549 .549 .857 .857 .946 .946 .928 .909 .952 .952 .652 .312 .219 in--ir»Mi "•• iri Job: 1780301 Mark: G14 10-15-98 13:56:09 Page 033 3025 2.88 .930 .592 1.633 .961 109.165 2.954 1.153 3 X 3 X .250 B01 B02 B03 B04 BOS B06 B07 1 1 1 1 1 1 1 Summary 0 0 30821 0 67051 0 82055 0 74728 0 45201 0 0 0 of Joist 45.6 49.0 51.5 55.4 96.0 103.2 96.0 103.2 88.0 94.6 83.5 89.8 51.0 54.8 45.6 77.0 51.5 86.9 96.0 162.1 96.0 162.1 88.0 148.6 83.5 141.0 51.0 86.1 Deflection 51.5 31.5 96.0 58.8 96.0 58.8 75.0 45.9 96.0 58.8 96.0 58.8 36.0 22.0 Criteria 0 30000 10720 30000 23322 30000 28541 30000 25992 30000 15722 30000 0 17409 (in, inx4, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 plf) 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 0 30000 62093 1.0000 48734 .9120 14025 .3348 14025 .1860 16691 .3771 18538 .6608 49694 1.0000 .000 .000 .357 .000 .777 .000 .951 .000 .866 .000 .524 .000 .000 .000 .000 .357 .777 .951 .866 .524 .000 I req.= .00 in4 I act.= 3635.69 in4 W-L/360= 1738.5 W-L/240= 2607.8 Complex Loading Deflections: (Truss Stiffness Matrix Analysis) Load Case #01 Allowable Deflection = 2.15" Actual Deflection = 1.31" Mem P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 Pll P12 SOI S02 S03 S04 SOS S06 Matl 2018 2018 1517 2518 1212 1717 1515 1715 2021 1513 2518 2016 1715 1517 1517 1517 1517 1212 Description 2 2 1 2 1 1 1 1 2 1 2 2 1 1 1 1 1 1 X 2 X X 2 X 1/2 X 1/2 X 1/4 X 3/4 X 1/2 X 3/4 X X 2 X 1/2 X 1/2 X X 2 X 3/4 X 1/2 X 1/2 X 1/2 X 1/2 X 1/4 X .187 .187 1 1/2 2 1/2 1 1/4 1 3/4 1 1/2 1 3/4 .219 1 1/2 2 1/2 .163 1 3/4 1 1/2 1 1/2 1 1/2 1 1/2 1 1/4 X X X X X X X X X X X X X X .170 .187 .125 .170 .155 .155 .138 .187 .155 .170 .170 .170 .170 .125 # 2 2 2 2 2 2 2 1 2 2 2 2 1 1 1 1 1 2 LC 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 Force 40580. -28209. 25859. -25853. 11133. -11127. -6087. 5946. -21202. 21208. -31417. 36718. -2846. -2564. -2564. -2564. -2564. -2639. LX 66.60 46.30 66.60 66.60 66.60 66.60 66.60 61.09 66.60 66.60 58.24 68.05 51.25 46.17 46.17 46.17 46.17 47.52 B 1 1 1 1 1 1 1 0 1 1 1 1 0 0 0 0 0 1 L/R 107.87 74.99 145.10 85.57 173.10 123.48 144.46 177.04 108.64 143.73 74.82 109.63 148.53 157.03 157.03 157.03 157.03 123.51 Weld 14.5 10.1 10.1 9.2 5.9 4.4 2.6 2.6 6.5 10.2 11.2 15.0 2.0 2.0 2.0 2.0 2.0 2.0 SRatio .949 .989 .947 .841 .941 1.004 .965 .867 1.012 .929 .922 .978 .878 .953 .953 .953 .953 .341