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2501 EL CAMINO REAL; STRUC PT 5; CB131997; Structural Calculations
ANF & ASSOCIATES Consulting Structural Engineers 13903 STRUCTURAL CALCULATIONS RECEIVED For OCT 21 2013 CITY OF CARLSBAD BUILDING DIVISION Part V Additional calculations for response of plan check comment dated Sep 27, 2013 (Steel package only) dated Sep 26, 2013 (Shell package also included) Retail Expansion Westfield Carlsbad 2525 El Camino Real #100, Carlsbad, CA 92008 Architect: JPRA ARCHITECTS 39300 WEST TWELVE MILE ROAD, SUITE 180 FARMINGTON HILLS, MI 48331 (248)-737-0I80 9420 Telstar Avenue, Suite 118, EI Monte, Califomia 91731 Tel: (626)448-8182 Fax: (626)4488092 Email: anfl688@pacbell.net Part V Additional Calcuiations page Connection of drag line to concrete shear wall WD- 6-7 Diaphragm anchorage WA- 1 Seismic Separation SP- 1-3 Concrete shear wall design check CW- 1 Sign Panel support S- 0-3 Stadium seat ordinary concentrically brace frame OCBF- 1 -20 Horizontal offset Moment frame (apply Qo factor) OM- 0.1-11 12.3.4.2. Redundancy factor p=1.0 check RF- 0.1-0.2 Check moment frame take % of lateral force RF- 1-8 Table 12.3.1 and 12.3.2 Irregularities check IC- 1 Torsion Irregularitis check D- 1-6 Torsion Irregularitis for move out Y dir critical beam ND- 1-6 Torsion Irregularitis for move out X dir critical beam ND- 7-12 Beam Design Map BD- 1-5 Loading Map (include uniform area load, linear load, point load) LM- 1-10 Beam Design Summary BS- 1-21 Frame Map (Show frame #, and Moment frame beam and col #) FM- 1 ~5 Member Code Check (Apply 25% increase seismic load check AISC 360 ) MC- 1-16 Joint Code Check (Apply 25% increase seismic load check AISC 360 ) JC- 1-12 Support Offset moment frame beam check (Apply special seismic Qo factor check AISC 360) SPBD- 1 -3 Member Code Check ( Apply special seismic Qo factor check AISC 341) SPMC- 1-49 JointCode Check ( Apply special seismic flo factor check AISC 341) SPJC- 1-27 A T^TTi Tel: (626) 448-8182 JOB NO. * t AJMf & ASSOCIATES Fax:(626)448-8092 D^-r/lu ^/TWKI^/XXVJ 9420 Telrtar AveoM, Snite 118, El Monte, CA 91731 DATE- SH. OF- ^^^^ "^^— "— - '^^'^ ^^-^^ TO Lrgi'^ > / M ' f I » Tk.TT-. Tel: (626) 448-8182 JOB NO. LP^^-^ I AJNr & ASSOCIATES Fax:(626)448-8092 r„„„..ri»r E-ta«il: «nn6«l@pacbelLnet BY feLjL I 9420 Telrtar Awiwe, iSiilte 118, H Monte, CA 91731 DATE. SH OF- rei >(<^ i4'>^xix| it I I I I I I 1^ I . Tfc^yw^ Tel: (626) 448-8182 JOB NO. / 3^ ^3 AJN* & ASSOCIATES Fax:(626)448-8092 Oa^/L. f frW?>VlU^(£*0 vy ' 9420 Teklar Avewie, Suite 118, El Monte, CA 91731 DATE- SH. OF - JT.>U <<^,»«,<; Litre 'L C ^^^(b") Co^N. ^ y S^hu> TO lk, \^SY'^ 4: fMi^^ e€rveu i^-JetO-? T^-P ^fPfe*? f Ue>M^ ANF & Associates Project Westfield Carlsbad, Regal Cinemas 12 at PCR Job No.: 13903 Consulting Structural Engineers Location 2525 El Camino Real #100, Carlsbad, CA Date: 10/11/13 Engineer: Vicky Liu For Westfield Design & Constmction Page: WA- 1 ASCE0705-Eq12.11-' Anchorage cone, to diaphragm ASCE0705-Eq12.11-1 Anchorage cone, to flexible diaphragm edge^ (control) 7.5"min Ww= 175 psf Out of plane seismic force Require Fp=0.4*Sds*l*VVw= 0.41 *Ww Fp= 72.1 psf wall height hw= 22 ft anchor bolt heighthb= 21.5ft Pull out tension Fp*hw''2/2/hb= 811 plf Fp=400*Sds''l= 412 plf Fp>= 280 plf Fp= 811 plf (control) floor load D.L= 51 psf L.L= 100 psf Boundary deck span S= 3 ft Vertical Ev=0.2*Sds*D.L.= 0.16 *D.L. psf Critical @ Roof 1.2D+Ev Vertical shear=[(1.2+0.2*Sds)D.L.+L.L]*S= 508.8 plf Max In plane boundary shear Eh = 6790 plf Max pure shear=(Vv'>2 +Vh'^2)'^0.5= 6809 plf #4 dowel @12" o.c. 3/4"<|) A.B. embed 5" 5l2"o.c. 7\ o Vertical shear v.s.In plane shear Plane shear v.s. out of plane force #4 allow (|)Vn=0.75*0.7*Fy*As= #4 allow (|)Tn=0.85*0.9*Fy*As= 6.3 kips 9.18 kips 3/4"<t>A.B. allow <t)Vn=0.375*Fy*As= 3/4"(|, A.B. allow ((.Tn=0.9*Fy*As= 4.8 kips 6.6 kips bolts space @ 12 in 3/4"4)A.B. embed 5" min. edge 7.5" min Floor bolts space Vu (Ib) Tu (Ib) Va (Ib) (t)Tn (Ib) ())Vn Tb/Ta Vb/Va+Tb/Ta<1.2 combind 12 6809 811 11100 4933 0.613 0.164 0.778 TRUE (CBC 1912, use table 1911.2 Allowable design value x1.5 for LRFD load combination) Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-drift Building Code: IBC 10/01/13 13:18:34 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: Base 1.00 LOAD CASE DEFINITIONS: El Ee E2 Ee EQ_IBC09_X_NoE_Drft EQ JBC09_Y_NoE_ Drft RESULTS: Location (ft): (0.956,4.779) 4' 0 story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Roof E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise course El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof El rT5122^ -0.4357 1.5122 -0.4357 0.0034 0.0010 E2 0.6842 0.2949 0.6842 0.0007 0.0015 Raise up fl El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ^^y Use. to 4»eKi*!)' ^^r-/^' OAAA «^I£>*^< Jtmc't*'-^ U . code. Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-drift Building Code: IBC 10/01/13 13:18:34 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Groimd Level: Base 1.00 LOAD CASE DEFINITIONS: El Ee E2 Ee EQ_IBC09_X_NoE_Drft EQJBC09_Y_NoE_Drft RESULTS: Loeation (ft): (L912,66.190) n<*>r |.V< |i ^C Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise course El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof El 1.3195 -0.4321 1.3143 -0.4352 0.0052 0.0017 E2 -0.0836 0.6894 -0.0835 0.6817 0.0003 0.0027 Raise up fl El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL El 0.0052 0.0031 0.0052 0.0031 0.0000 0.0000 E2 -0.0001 0.0077 -0.0001 0.0077 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-drift Building Code: IBC 10/01/13 13:18:34 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Ground Level: Base .00 LOAD CASE DEFINITIONS: El Ee E2 Ee EQ_IBC09_X_NoE_Drft EQ_IBC09_Y_NoE_Drft RESULTS: Location (ft): (0.956,155.081) 13/ Story LdC Displacement X Y X Story Drift Y X Drift Ratio Y Roof El E2 in 1.9406 -0.0572 in -0.5773 2.1928 in 1.0892 -0.0288 in -0.1226 1.0475 0.0043 0.0001 0.0005 0.0042 Raise course El E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof El E2 0.8514 -0.0284 -0.4548 1.1452 0.7543 -0.0209 -0.3348 0.9635 0.0037 0.0001 0.0016 0.0047 Raise up fl El E2 0.0971 -0.0075 -0.1200 0.1817 0.0902 -0.0073 -0.1231 0.1740 0.0019 0.0002 0.0026 0.0036 1ST CONC FL El E2 0.0069 -0.0001 0.0031 0.0077 0.0069 -0.0001 0.0031 0.0077 0.0000 0.0000 0.0000 0.0000 ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu Project Westfield Carlsbad, Regal Cinemas 12 at PCR Location 2525 El Camino Real #100, Carlsbad, CA For Westfield Design & Construction Job No. Date: Page: 13903 10/11/13 CW- Special reinforcing concrete shearwall line-L and K line-K CL/5~6 2)|P2 C^5/13~12^ fy= 60 ksi Inplane shear fc'= 4000 psi teff: wall thickness (in) Acv=Li*teff Vnc=Acv*ac*fc"*0.5 (ac : if Hi/Li<=1.5, is 3.0, if Hi/Li>=2 is 2.0 and varies between 3 and 2 for Hi/Li between 1.6 and 2.) Vns=Acv*pt*fy= pt,min= 0.0025 pl,min= 0.0025 Per ACi-21.7.2 design detailing req. SRCSW min. reinforcing ratio 0.0025 each way, max reinforcing spacing 18" o.c. Vn=Vnc+Vns cj)*Vn=0.75*(Vnc+Vns) Pier Hi(ft) Li(ft) ti,eff(in) Hi/Li Acv (in''2) ac pt,min Vnc(kips) Vns,min (j)*Vn,min Vu (kip) <4)Vn,min? PI 20.5 26.0 13.25 0.788 4134 3 0.0025 784 620 1053 199 Yes, provide min. bar P2 20.5 26.0 13.25 0.788 4134 3 0.0025 784 620 1053 233 Yes, provide min. bar P3 20.5 26.0 13.25 0.788 4134 3 0.0025 784 620 1053 233 Yes, provide min. bar Vnco=2*Acv*fc"'0.5 for if Vu>Vnco, Two curtains are required Design Provide Pier Vu (kip) Vnco(kips) Vu>Vnco? V-Bar # Sv in O.C. H-Bar Sh in O.C. layer pl pt P1 199 523 No, two curtains are not req. 5 12 5 12 2 0.00386 0.00386 P2 233 523 No, two curtains are not req. 5 12 5 12 2 0.00386 0.00386 P3 233 523 No, two curtains are not req. 5 12 5 12 2 0.00386 0.00386 Vn<=10*Acv*fc"^0.5=5*Vnco Boundary element T=Mu/(0.8Li) As=T/fy Pier Vns (kips) Vn<5*Vnco (j>*Vn Vu/4>Vn ratio Design PI 957 1742 1306.2 0.152 Pier Mu(k-ft) T(kips) As(sqin) Design P2 957 1742 1306.2 0.178 PI 2730 131 2.2 4-#7 P3 957 1742 1306.2 0.178 P2 2199 106 1.8 4-#7 P3 4632 223 3,7 6-#8 ANF & Associates Project Consulting Structural Engineers Location Engineer: Vicky Liu For Westfield Carlsbad, Regal Cinemas 12 at PCR 2525 El Camino Real #100, Carlsbad, CA Westfield Design & Construction Job No.; 13903 Date: Page: 09/24/13 3-0 Sign Panel Support 20 A point ''^ 1S B point 19 C point <- 13.4 ft > C.G.i 4^ A (out plar Eo= 24.8 kip V C.G. 37.5 ft Ei= 24.8 kips V 11 ft w= A= Wp=At*w^ ap= Rp= lp= Sds= z= H= 50 psf 502.5 sqft 25.1 kip 2.5 (TB13.5-1) 2.5 (Signs, boards) 1.0 0.823 54.5 ft 54.5 ft (z/h<=1) 1.20 Sds*lp*Wp= 0.30 Sds*lp*Wp= 1.60 Sds*lp*Wp= 1.20 Sds*lp*Wp= For Horizontal inplane and out plane lateral seismic force act on Unit area lateral load=Fp/At= (ASD) Fph=0.7Fp= 0.69 *Wp= 17.4 kip (Both dir.) Fp=0.4*ap*Sds*lp/Rp*(1+2*z/H)*Wp= limited 1 Fp>= limited 2 Fp<= ====> Fp= 0.99 *Wp= 24,8 kips 49.4 psf (seismic will govern design) I IU: (626)448-8182 ANF & ASSOCIATES F«c: (626)448-8092 Consultmg Structural Engmeers E^n«i: «iifl6g8^»cb«fflji«t 9420 Tebtar Avenue, Suite 118, El Monte, CA91731 JOB NO. Rv VL) ti SH._S OF__i__ V 8^ 2-,E € Tel: (626)448-8182 ANF & ASSOCIATES F«»^ (626) 448-8092 Conmilting Structui»l Engineen. '°n«W@P«ci»nj»t 9420 Telstar AvGoue, Suite 118, El Mcmte.CA 91731 JOB Na DATE Se|L25U^^ SM.__E OF__?:_ A ^3 J c c. i>f (^--fc &0 Ai^C H ' ^ HSS (cfK/a xi - >TL| - {.Pl -8 i>^ TeL-(626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Ccmsulting Structural Engineen. «°n«'8@P»^-°t 9420 Telstar Avenue. Suite 118, Bl MOMB, CA 91731 JOB Na I tn«o{ ' ' Tc Vr _ Pc Hex (H 5.^,) BY___J/Ldii. SH. OF__;^ I I I I TYP. Pi'P. / \ o/- C""d: ETABS ANF X HSS5X5X3/8 25 HS55XSX3/8 STORY: BASE Cl LZ C3 ETABS V9.2.0 - File: 13903-2D-OCBF-DETAIL-13 - October 11,2013 15:03 Elevation View - X Point Loads (DEAD) - Kip-in Units ETABS v9.2. 0 File :13903-2D-OCBF-DETAIL-13 Units: Kip-in October 11, 2013 15:16 PAGE 1 L 0 A D I N G C 0 MBINATIO N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DSTLSl ADD DEAD Static 1.4000 DSTLS2 ADD DEAD Static 1.2000 LIVE Static 1.6000 DSTLS3 ADD DEAD Static 1.4000 LIVE Static 1.OOOO E Static 1.2500 DSTLS4 ADD DEAD Static 1.4000 LIVE Static 1.0000 E Static 1.2500 DSTLS5 ADD DEAD Static 1.4000 E Static 1.2500 DSTLS6 ADD DEAD Static 1.4000 E Static 1.2500 DSTLS7 ADD DEAD Static 0.7000 E Static 1.2500 DSTLS8 ADD DEAD Static 0.7000 E Static •1.2500 DSTLDl ADD DEAD Static 1.0000 DSTLD2 ADD DEAD Static 1.0000 LIVE Static 1.0000 ETABS v9.2. 0 File :13903-2D-OCBF-DETAIL-13 Units Kip-•in October 11, 2013 15:16 PAGE 2 POINT DIS PLACEMEN T ENVELO P E S STORY POINT ITEM UX UY UZ RX RY RZ STORYl 1 Min Value -0.0365 0.0000 -0.0004 0.00000 -1412815555 0.00000 Min Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLS8 DSTLD2 Max Value 0.0365 0.0000 O.QOOl 0.00000 6807202217 0.00000 Max Case DSTLS7 DSTLD2 DSTLS8 DSTLD2 DSTLS5 DSTLD2 STORYl 2 Min Value -0.0365 0.0000 -0.0007 0.00000 0.00000 0.00000 Min Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLS5 DSTLD2 Max Value 0.0365 0.0000 0.0001 0.00000 0.00000 0.00000 Max Case DSTLS7 DSTLD2 DSTLS8 DSTLD2 DSTLS8 DSTLD2 STORYl 3 Min Value -0.0365 0.0000 -0.0004 0.00000 -6807202217 0.00000 Min Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLS5 DSTLD2 Max Value 0.0365 0.0000 0.OOOl 0.000001412815554.5 0.OOOOO Max Case DSTLS7 DSTLD2 DSTLS8 DSTLD2 DSTLS8 DSTLD2 53 ETABS v9.2.0 File:13903-2D-OCBF-DETAIL-13 Units:Kip-in October 11, 2013 15:16 PAGE 3 STORY DRIFT ENVELOPES STORY DIRECTION LOAD POINT XYZ STORYl STORYl X Y DSTLS8 DSTLD2 240.000 240.000 0. 000 0.000 106.000 106.000 MAX DRIFT 0.000344 0.000000 ETABS V9.2.0 File:13903-2D-OCBF-DETAIL-13 Units:Kip-in October 11, 2013 15:16 PAGE 4 SUPPORT REACTION ENVELOPES STORY BASE BASE BASE POINT 1 STORY STORYl STORYl STORYl COLUMN Cl C2 C3 O, [c ITEM FX FY FZ MX MY MZ Min Value -15.43 0. 00 -12.83 0.000 0.000 0.000 Min Case DSTLS7 DSTLD2 DSTLS7 DSTLD2 DSTLD2 DSTLD2 Max Value 15.64 0.00 13. 88 0.000 0.000 0.000 Max Case DSTLS6 DSTLD2 DSTLS6 DSTLD2 DSTLD2 DSTLD2 Min Value 0.00 0.00 -0.25 0.000 0.000 0.000 Min Case DSTLD2 DSTLD2 DSTLS8 DSTLD2 DSTLD2 DSTLD2 Max Value 0.00 0.00 1.21 0.000 0.000 0.000 Max Case DSTLD2 DSTLD2 DSTLS5 DSTLD2 DSTLD2 DSTLD2 Min Value -15.89 0.00 -14.08 0.000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLS8 DSTLD2 DSTLD2 DSTLD2 Max Value 15.68 0.00 15.12 0.000 0.000 0.000 Max Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLD2 DSTLD2 -2D-0CBF-DETAIL-13 Units Kip-in October 11, 2013 15:16 PAGE 5 ENVELOP E S ITEM P V2 V3 T M2 M3 Min Value -0.77 0.00 0.00 0.000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 0.16 0. 00 0. 00 0. 000 0. 000 0.000 Max Case DSTLS8 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Min Value -1.21 0.00 0.00 0.000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 0.25 0.00 0.00 0. 000 0.000 0.000 Max Case DSTLS8 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Min Value -0.77 0.00 0.00 0.000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 0.16 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS8 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 ETABS V9.2.0 File:13903-2D-OCBF-DETAIL-13 Onits:Kip-in October 11, 2013 15:16 PAGE 6 BEAM FORCE ENVELOPES ITEM P V2 V3 T STORY STORYl STORYl BEAM Bl B2 Min Value Min Case Max Value Max Case Min Value Min Case Max Value Max Case 0.00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 -0.27 DSTLS5 0.27 DSTLS5 -0. 27 DSTLS5 0. 27 DSTLS5 0. 00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 M2 0. 000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 M3 -1.527 DSTLS8 7.355 DSTLS5 -1.527 DSTLS8 7.355 DSTLS5 ETABS V9.2.0 File:13903-2D-OCBF-DETAIL~13 Units:Kip-in October 11, 2013 15:16 PAGE 7 BRACE FORCE ENVELOPES STORY STORYl STORYl BRACE Dl D2 ITEM Min Value Min Case Max Value Max Case Min Value Min Case Max Value Max Case -20. 88 DSTLS6 20. 74 DSTLS7 -21.41 DSTLS5 20.97 DSTLS8 V2 -0.24 DSTLS5 0.24 DSTLS5 -0.24 DSTLS5 0.24 DSTLS5 V3 0.00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 0.00 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 M2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 0.000 DSTLD2 M3 -1.966 DSTLS8 9.474 DSTLS5 -1.966 DSTLS8 9.474 DSTLS5 O •CJ3 ETABS Steel Design Engineer_ Project Subject AISC360-05/IBC2006 STEEL SECTION CHECK Units: Kzp-in (Summary for Combo and Station) Level: STORYl Section: HSS5X5X5/16 Element: D2 Loc: 0.000 Element Type: Ordinary Concentrically Braced Frame Combo: DSTLS5 Classification: Seismic Provision: LRFD Analysis: Direct Analysis AlphaPr/Py=0.089 AlphaPr/Pe=0.101 Ignore Seismic Code? No 2nd Order: General 2nd Order Tau_b=1.000 EI factor=0.800 Ignore Special EQ Load? No Reduction: Tau-b Fixed EA factor=0.800 D/P Plug Welded? Yes SDC: D R=3.250 PhiB=0.900 PhiS-0.900 L=16D.112 A=5.260 J=31.200 E=29000.000 RLLF=1.000 I-l.000 Omega0=2.000 PhiC-=0.900 PhiS-RI=1.000 133=19.000 122=19.000 fy=46.00O SRLimit=0.950 Rho=1.250 Cd=3.250 PhiTY=0.900 PhiST=0.900 r33=1.901 r22=1.901 Ry=1.300 Sd3=1.000 PhiTF=0.750 333=7.600 322=7.600 z33=9.160 z22=9.160 Av3=2.910 Av2=2.910 HSS Welding: ERW Reduce HSS Thickness? No D/C Ratio: 0.159 = 0.159' + 0.000 + 0.000 = (Pr/Pc) -^ {Mr33/Mc33) "2 -^ (Mr22/Mc22) Eq. {H1.3b,Hl-2) STRESS CHECK FORCES & MOMENTS (Combo DSTLS5) Location Pu Mu33 Mu22 0.000 -21.415 0.000 0.000 AXIAL FORCE S BIAXIAL MOMENT DESIGN (HI 3b,Hl-2) Factor. L Kl K2 Major Bending 1.000 1.000 1.000 Minor Bending 1.000 1.000 1.000 Lltb Kltb Cb LTB 1.000 1.000 1.316 Pu phi*Pne phi*Pnt Force Capacity Capacity Axial Force 21.415 135.098 -217.764 Mu phi*Mn phi*Mn Moment Capacity No LTB Major Bending 0.000 379.224 379.224 Minoc Bending O.OOO 379.224 Tu Tn phi*Tn Moment Capacity , Capacity Torsion 0.000 353.569 318.212 SHEAR,DESIGN Vu phi*Vn Stress Force Capacity Ratio Major Shear 0.237 59.664 0.004 Minoc Shear 0.000 59.664 0.000 Vu2 -0.237 Bl 1.000 1.000 Vu3 0.000 B2 1.000 1.000 Tu 0.000 Cm 1.000 1.000 ETABS V9.2.0 - File:13903-2D-OCBF-DETAIL-13 - Kip-in Units October 11,2013 15:18 > ----- <^'- 0' STEEL BRACED FRAME ELEVATION 14 ETABS ANF ETABS V9.2.0 - File; 13903-2[>-OCBF-DETAIL-14 - October11,2Q13 15.24 Elevation View - X Point Loads (E) - Klp-in Units ETABS v9.2. 0 File : 13903-2D-OCBF -DETAIL-l4 Units: Kip -in October L 0 A D I N G CO M B I N A T I ONS COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DSTLSl ADD DEAD Static 1. 4000 DSTLS2 ADD DEAD Static 1.2000 LIVE Static 1.6000 DSTLS3 ADD DEAD Static 1.4000 LIVE Static 1.0000 E Static 1.2500 DSTLS4 ADD DEAD Static 1.4000 LIVE Static 1.0000 E Static -1.2500 DSTLS5 ADD DEAD Static 1.4000 E Static 1.2500 DSTLS6 ADD DEAD Static 1.4000 E Static -1.2500 DSTLS7 ADD DEAD Static 0.7000 E Static 1.2500 DSTLS8 ADD DEAD Static 0.7000 E Static -1.2500 DSTLDl ADD DEAD Static 1.0000 DSTLD2 ADD DEAD Static 1.0000 LIVE Static 1.0000 ETABS v9.2. 0 File :13903-2D-OCBF -DETAIL-l4 Units Kip -in October POINT DIS P L A C E M E NT ENV E L 0 P E S STORY POINT ITEM UX UY 16 PAGE 1 UZ RX RY RZ STORYl Min Value Min Case Max Value Max Case -0.0481 DSTLS8 0.0481 DSTLS7 0.OOOO DSTLD2 0.0000 DSTLD2 -0.0002 DSTLS5 0.OOOO DSTLS8 0.00000 DSTLD2 0.00000 DSTLD2 -0.00501 DSTLS8 0.02415 DSTLS5 0.OOOOO DSTLD2 0.OOOOO DSTLD2 STORYl Min Value Min Case Max Value Max Case -0.0481 DSTLS8 0.0481 DSTLS7 0.0000 DSTLD2 0.0000 DSTLD2 -0.0009 DSTLS5 0.0002 DSTLS8 0.00000 DSTLD2 0.00000 DSTLD2 -0.00045 DSTLS5 0.00009 DSTLS8 0.00000 DSTLD2 0.00000 DSTLD2 STORYl Min Value Min Case Max Value Max Case •0.0481 DSTLS8 0.0481 DSTLS7 0.0000 DSTLD2 0.0000 DSTLD2 -0.0002 DSTLS5 0.0000 DSTLS8 0.00000 DSTLD2 0.00000 DSTLD2 -0.00017 DSTLS8 0.00084 DSTLS5 0.00000 DSTLD2 0.00000 DSTLD2 o (N 03 ETABS v9.2 .0 File:13903 -2D-0CBF-DETAIL-14 Units: Kip-in October 11, 2013 15: 26 PAGE 3 STORY DRIFT E N V E L 0 P E S STORY DIRECTION LOAD POINT X Y Z MAX DRIFT STORYl X DSTLS8 3 144.000 0.000 102.000 0.000471 STORYl Y DSTLD2 3 144.000 0.000 102.000 0.000000 ETABS v9.2 .0 File:13903 -2D-0CBF-DETAIL-•14 Units. Kip-in October 11, 2013 15-26 PAGE 4 S U P P 0 R T REA C T I 0 N E N V ELOPE S STORY POINT ITEM FX FY FZ MX MY MZ BASE 1 Min Value -15.33 0.00 -21.18 0. 000 0.000 0.000 Min Case DSTLS7 DSTLD2 DSTLS7 DSTLD2 DSTLD2 DSTLD2 Max Value 15. 65 0.00 22.21 , 0 000 0.000 0.000 Max Case DSTLS6 DSTLD2 DSTLS6 DSTLD2 DSTLD2 DSTLD2 BASE 3 Min Value -16.03 0.00 -22.41 0 000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLS8 DSTLD2 DSTLD2 DSTLD2 Max Value 15.71 0.00 23.43 0 000 0. 000 0.000 Max Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLD2 DSTLD2 ETABS v9.2 .0 File:13903-2D-OCBF-DETAIL--14 Units Kip--in October 11, 2013 15 26 PAGE 5 COLUM N FORC E ENVE L 0 P E S STORY COLUMN ITEM P V2 V3 T M2 M3 STORYl Cl Min Value -0.48 0.00 0.00 0 000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 0.10 0.00 0.00 0 000 0. 000 0.000 Max Case DSTLS8 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORYl C2 Min Value -0.48 0.00 0.00 0 000 0.000 0.000 Min Case DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 0.10 0.00 0.00 0 000 0. 000 0.000 Max Case DSTLS8 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 ETABS v9.2 .0 File:13903-2D-OCBF-DETAIL--14 Units : Kip--in October 11, 2013 15 :26 PAGE 6 BEAM FORCE E N V E L 0 P E S STORY BEAM ITEM P V2 V3 T M2 M3 STORYl Bl Min Value 0.00 -0. 33 0.00 0 .000 0. 000 -11.596 o ^<ro I 21- Min Case DSTLD2 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS5 Max Value 0.00 0.33 0.00 0.000 0.000 2.407 Max Case DSTLD2 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS8 ETABS v9.2 0 File:13903-2D-OCBF-DETAIL-14 Units Kip-in October 11, 2013 15:26 PAGE 7 BRACE FORCE ENVELOPE S STORY BRACE ITEM P V2 V3 T M2 M3 STORYl Dl Min Value -27.15 -0.14 0.00 0.000 0.000 -0.920 Min Case DSTLS6 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS8 Max Value 26.73 0.14 0.00 0.000 0.000 4 .433 Max Case DSTLS7 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS5 STORYl D2 Min Value -28.00 -0.14 0.00 0.000 0.000 -0.920 Min Case DSTLS5 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS8 Max Value 27.28 0. 14 0.00 0.000 0.000 4.433 Max Case DSTLS8 DSTLS5 DSTLD2 DSTLD2 DSTLD2 DSTLS5 o 0 CBf^ 12, ETABS Steel Oesic 111 Engineer_ Project Subject AISC360-05/IBC2006 STEEL SECTION CHECK Units: Kip-in (Sunmiary for Combo and Station) Level: STORYl Element: D2 Combo: DSTLS5 Section: HSS5X5X5/16 Loc: 0.000 Element Type: Ordinary Concentrically Braced Frame Classification: Seismic Provision: LRFD Analysis: Direct Analysis AlphaPr/Py=0.116 AlphaPr/Pe=0.080 Ignore Seismic Code? No 2nd Order: General 2nd Order Tau_b=1.000 EI factor=0.800 Ignore Special EQ Load? No Reduction: Tau-b Fixed EA factor=0.800 D/P Plug Welded? Yes SDC: D R=3.250 PhiB=0.900 PhiS=0.900 L=124.852 A=5.2 60 J=31.200 E=29000.000 RLLF=1.000 HSS Welding: D/e Ratio: 1=1.000 OmegaO=2.000 PhiC=0.900 PhiS-RI=1.000 133=19.000 122=19.000 fy=46.000 SRLimit=0.950 Rho=1.250 Cd=3.250 PhiTY=0.900 PhiST=0.900 r33=1.901 r22=1.901 Ry=1.300 Sds=1.000 PhiTF=0.750 333=7.600 322=7.600 z33=9.160 z22=9.160 Av3=2.910 Av2=2.910 ERW Reduce HSS Thickness? No 0.172 = 0.172: + 0.000 •^ O.OOO = (Pr/Pc) (Mr33/Mc33) ^2 + (Mr22/Mc22) Eq. (Hi 3b,Hl-2) STRESS CHECK FORGES S MOMENTS (Combo DSTLS5) Location Pu Mu33 Mu22 Vu2 Vu3 Tu 0.000 -27.999 0.000 0.000 -0 142 0 000 0.000 AXIAL FORCE & BIAXIAL MOMENT DESIGN (HI. 3b,Hl-2) Factor L Kl K2 Bl B2 . Cm Major Bending 1.000 1.000 1.000 1 000 1 COO 1.000 Minor Bending 1.000 1.000 1.000 1 000 1 000 1.000 Lltb Kltb Cb LTB 1.000 1.000 1.316 Pu phi*Pne phi*Pnt Force Capacity Capacity Axial Force 27.999 162,898 217.764 Mu phi*Mn phi*Mn Moment Capacity No LTB Major Bending 0.000 379.224 379.224 Minor Bending 0.000 379.224 Tu Tn phi*Tn Moment Capacity Capacity Torsion 0.000 353.569 318.212 SHEAR DESIGN Vu phi*Vn Stress Force Capacity Ratio Major Shear 0.142 59.664 0.002 Minor Shear 0.000 59.664 0.000 ETABS V9.2.0 - File:13903-2D-OCBF-DETAIL-14 - Kip-in Units October 11,2013 15:27 ' '<1Tr = IS, >( («p STEEL BRACED FRAME ELEVATION 15 ETABS ANF X HS55X5X3/8 ^^ip^j^f^ HSS5X5X3/8 STORY BASE C2 C3 ETABS V9.2.0 - File: 13903-2D-OCBF-DETAIL-15 Elevation View - X Point Loads (E) - Kip-in Units October11,2013 15:31 ETABS v9.2. 0 File :13903-2D-OCBF -DETAIL-15 Units: Kip--in Oct L 0 A D I N G C 0 M B I N A T I ONS COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DSTLSl ADD DEAD Static 1. 4000 DSTLS2 ADD DEAD Static 1. 2000 LIVE Static 1. 6000 DSTLS3 ADD DEAD Static 1. 4000 LIVE Static 1. OOOO E Static 1. 2500 DSTLS4 ADD DEAD Static 1. 4000 LIVE Static 1. OOOO E Static -1. 2500 DSTLS5 ADD DEAD Static 1. 4000 E Static 1. 2500 DSTLS6 ADD DEAD Static 1. 4000 E Static -1. 2500 DSTLS7 ADD DEAD Static 0. 7000 E Static 1. 2500 DSTLS8 ADD DEAD Static 0. 7000 E Static -1. 2500 DSTLDl ADD DEAD Static 1. OOOO DSTLD2 ADD DEAD Static 1. OOOO LIVE Static 1. OOOO ETABS v9.2. 0 File :13903-2D-OCBF -DETAIL-15 Units Kip -in Oct POINT DIS P L A C E M E NT ENV E L 0 P E S STORY POINT ITEM UX UY STORYl 1 Min Value -0 .0376 0. OOOO Min Case Max Value Max Case DSTLS8 0.0376 DSTLS7 DSTLD2 0.0000 DSTLD2 UZ -0.0005 DSTLS5 0.0001 DSTLS8 RX RY 0.00000 -1268528009 DSTLD2 DSTLS8 0.00000 6111998586 DSTLD2 DSTLS5 RZ 0.00000 DSTLD2 0.00000 DSTLD2 STORYl 2 Min Value -0.0376 0.0000 -0.0007 0.OOOOO 0.00000 0.00000 Min Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLS8 DSTLD2 Max Value 0.0376 0.0000 0.0002 0.00000 0.00001 0.00000 Max Case DSTLS7 DSTLD2 DSTLS8 DSTLD2 DSTLS5 DSTLD2 STORYl 3 Min Value -0.0376 0.0000 -0.0005 0.00000 -6111998586 0.00000 Min Case DSTLS8 DSTLD2 DSTLS5 DSTLD2 DSTLS5 DSTLD2 Max Value 0.0376 0.0000 0.OOOl 0.0D0Q0126E J5280Q8.5 0.00000 Max Case DSTLS7 DSTLD2 DSTLS8 DSTLD2 DSTLS8 DSTLD2 CO BASE Min Value 0.0000 0.OOOO 0.0000 0.00000 0.00000 0.00000 o CM o eg Q O Q O l-J O H O CO Q o H CO Q CM O Q O 1-3 O H O VI • a o 0) 3 0) to rH m fO (0 (TJ o > u C X X •H (d It) CM O Q O o EH O in o Q • o O CM O CM O Q O Q O hJ O 1-3 O tH O EH O CO O CO . Q . Q o o V CO 2 CM O oo Q O Q iJ O EH O EH CO O CO Q • Q O Csj o Q O a O EH O CO O Q • o O Ovl o O Q O O ^q O O EH O . CO • OQO O CM O CM O Q O Q O O 0) 0) a (U p Q> r-i VI <-i m lU (d (XJ n3 > CJ > u C C X X ssss 0) 0) a (u p 0) r-1 in >-t in (TJ (d (d fd > CJ > CJ c c X X -H -r-l (d m SSSS u CO cn ro Cl] to <: tn UI C5 CM O OsJ O CM O Csl O Csl O CM Q O Q O Q O Q OQO Q CU O ^q O 1-? O 1-3 O hJ o H O EH O EH O tH O tH O EH CO o to O CO O CO o CO o CO CM Q • Q . Q • Q • Q • Q ro O o o o o .. in l-H n l-H CM O og O CM O CM O Osl O cs) o QOO O D O Q OQO Q CM 1-3 o i-q O l-J O >J O 1^ o 1-3 EH O EH O tH O tH O EH O tH CO • CO .CO .CO • CO • to t-H Q O Q O Q O Q OQO Q r-< U CD X) o og o CM O Osl O CM O Osl O Csl o Q O Q O Q O Q OQO Q o 1-3 O O i-q O 1-3 O l-J O iJ EH O EH O tH O tH O tH O tH CO • CO • CO -co • CO • CO c Q O Q O Q O Q OQO Q -H cu •H tn •H c I i4 hH < tH CJ Q I tJ CQ U o I Q OS) I CO o to u cu o hJ > z u tH 2 o cu Q < o ij ro EH z rH O .. UJ M 0) tH rH M u -H Ul CX4 DS OS I-t Q Q O Osl . >H > OS CO o >H 03 OS < EH O tH EH CO CO r-t o O o ro o O o O O O o O o O o o o o o Ul . . in in <; og Osl Cu rH rH OsJ CO in o o rH o o o o PO . . rH o o o OsJ rH rH tH o o 0) o o £> o o O • . 4-1 lO o rH l-H o Csl CSJ 00 OSJ CO Q tH 6H to CO Q Q X >H OS OS o o £H tH CO CO c -H I a •H US w 4-1 -rl c; D I •4 l-H < EH W Q I Ul CO a o I Q OsJ I ro O CD ro 0) rH •rl X s CO UJ cu o w > 2 u z o l-l tH CJ < OS Csj >H UJ X UJ S Ul tH tH z O Osl O Osl O Q O Q O hJ O l-J • tH • tH o to o to Q Q O CM O CM O Q O Q O H3 O iJ o to O CO Q Q O CSl O CM o Q O Q O KJ O H3 •EH .EH o to o CO Q Q r~ r- 00 VD VD CO CO CO • iJ "l-J CM EH ro EH rH CO rH CO I Q Q o og O Q • 1-3 o (- CO Q O Osl O Q • hJ O EH CO Q OO r~ cTi VD VD CO 00 CO . hJ -l-J rH EH rH tH rH CO rH CO I Q Q 0) 03 P 0) rH W (d Id (d Id > O > CJ C C X X -rl -H fd (fl ssss EH cu rH O 1 OS CM . O Ol > cu CO Ol >H 03 03 « a. D O CO tH tH < w CO CO O C\) O CM O Q O Q O l-J O l-J . tH "EH o to o to Q Q O CM O CM O Q O Q O 1-3 O 1-3 o to o to Q Q O OM O Q O 1-3 . 6H o to Q 00 00 CM in CM CO rH to .l-J -l-J O tH rH tH I CO CO Q Q O CM O O Q O • ij • O EH O CO Q O O O Osl O Q • ij O tH CO Q 0) (U P 0) P 0) rH (0 rH CO (d fd (d (d > O > O c c X X •rl -rH (d (d ssss U] CO a. CQ O CM O CsJ O Q O Q O hJ O l-J O CO o to Q Q o o o O CM O O Q O O i4 O • tH • O CO o Q in 00 rH in O CO Osl CO • 1-3 • hJ T tH in EH rH to rH CO I O Q O o •o" in ro 00 .-H CO CJ^ CO . ij .l-J Osl EH rH EH rH CO rH CO I Q Q p 0) P 0) rH (0 rH tn fd (d (d Id > o > u C C X X •H -H (d (d ssss td CO cn u CD < OJ Osl 00 o 0>J u ai o 4-) o o c •H I DJ -H tsS « 4-1 •rl c D I l-J l-H < t-l U) Q 1 UJ CQ o o I O Ul Osl I CO O Ul CTl ro CJ rH .. Pi 0) rH O •H UJ UJ O OSI CTl > CO CQ < tH Ul Ul z s rJ o CJ oc ro S o og o CM o Q o Q O l-J O l-J • tn 'EH o to O CO Q Q O og o CM o Q o Q O l-J O l-J •EH . EH O CO O CO Q Q O Csl O CM O Q O Q O HJ O 1-3 ' EH . EH o to o to Q Q ro S U-) CD o in CM CO O to Osl rJ (Tl l-J • £H . £H rH CO in CO I Q Q in CO o in CM CO O to Osl KJ CTi J rH CO in CO I Q Q ro S VD 00 r- in CM CO CTi CO 00 l-J r- 1-3 . fr, . H rH CO 00 CO 1 Q Q vo CD r- in CM CO CT) CO 00 1-3 r- iJ • EH . £H rH to 00 to I Q Q rsl s o o o og o CM Q o Q l-J O l-J H • t^ to o to D Q o o o fM o og Q O Q l-J O l-J tH . tH to o to Q Q O OsJ O CM O Q O Q O l-J O • EH O CO O Q 1-3 EH CO o Osl S O OsJ O O Q O O 1-3 O . tH • O CO O Q CM Q rJ CO Q O OsJ o ooo O l-J o • tH • o to O Q og O Os! O OsJ O Q O Q O l-J O H3 • tH . EH O CO O to Q Q o o o CM O CM Q O Q J O i-l EH . tH to O to Q Q Osl O Osl Q O Q l-J O l-J tH . tH to o CO Q Q O o o CM o CM Q O Q ^J O l-J tH . EH CO o CO Q Q o o o Osl O Osl Q O Q 1-3 O iJ tH • tH to O to Q Q W t5 < CU CM 00 O O O o o o Csl O Q O l-J o H • to o Q UJ CJ <; cu og ro o o o CM O CM DOQ rJ O •J tH . tH to O to Q Q O O O Csj O Q O kJ o tH • CO O D ro > OsJ > Osl O Q O 1-3 • EH O to Q CM O CM Q O l-J • tH O to Q OsJ o og Q o Q l-J EH O CO Q l-J tH CO Q o og o Osl O Q O Q • HJ O EH O to Q l-J tH CO Q O o CM o og Q O Q 1-3 tH O CO Q iJ tH CO Q O og u 0! £i O 4-> U O c •H I a ic ro > Osl > H3< in "a* in Osl CO osl to •a -1-3 O H O tH I CO CO Q Q O o Q O 1-3 • tH O CO Q •"S" in •M' in Osl to Osl CO • l-J • •-J O EH O EH I CO CO Q Q O Osl u XI o 4-) u o c •H I OJ •rl ro CM > rH in rH in Osl CO og CO • hJ -1-3 O EH O tH I CO CO Q Q o og o OQO • l-l • O EH O to a rH in rH in Osl to Osl CO • J - l-J O tH O tH I to 10 Q Q S w tH ro in 00 00 CO rH to • J • iJ O EH O tH I CO CO Q Q tu 0) p 0) P (D rH to rH to (d td fd (d > o > u c c X X •rl -rl (d td SSSS CM uo ro 00 rH CO Osl CO • . HJ rH EH O tH I CO CO Q Q p tu p <u rH to rH 03 td td td fd > U > o X X Id tfl S S c c -rl •rl s s ro tn 00 CO rH • ^ • o tH O I CO Q 0) P (1) P rH 03 rH Id tfl Id > CJ > C C X X •H -H Id Id SSSS 0) 4-1 •H C tH U3 Q I UJ m CJ o I Q Osl I oo o Ol ro og o CM Q O Q 1-3 • 1-5 tH O EH CO CO Q Q z a? s rH U -H s l-J UJ QS <q o rH Osl ro UJ rH o o O O O CQ 03 O . UJ CM CD > S rH rH rH rH >H >H >H >H CO < >H >H OS OS CC OS 03 OS o o o o < U3 O o H EH EH tH tH tH EH CO CO CO CO b] CQ to to to Ul QH o ID 0) tu 0) p 0) p 0) P 0) P (1) 1-3 rH CO rH 03 rH 03 rH 03 (d td td td fd tfl tfl ffl W > U > U > u > o s > UI c C X X c c; X X tH -H -H (B (d -H -rl tfl td 2 M SSSS sss s W og CQ >H Di3 O EH to 4-) cu o VD in r-rH in o OO •H Osl CO o to CO CO ro CO C . . iJ . J • J CD EH CD tH CO EH 03 EH rH to rH to rH CO rH to 1 Q Q 1 Q Q in rH to 1 1-3 u l-H < cu tH CxJ o Q 1 l-J 0) <S 0! 1) Ul P <U P 0) P tt) p tu •3 Ul rH 03 rH 03 ,-1 CO rH 03 CJ td td tfl tfl Ifl Id fd fd O > > O > O > o > u 1 s Q z Ul C C X X c C X X og tH •H •rl IB ffl •rl •rl lfl Id 1 UJ 1-H S 2 s s SSSS 00 o CTl ro Ul rH .. u tt) rH 03 w •rH o Ul O rH Osl tl 03 Q Q o og . Ul > u rH rH to < >H >H >H PQ < 03 OS OS < OS O o o EH tH tH 6J oa CO CO CO ETABS Steel Design Engineer^ Project Subject AISC360-05/IBC2006 STEEL SECTION CHECK Units: Kip-in (Summary for Combo and Station) Level: STORYl Element: D2 Combo: DSTL35 Section: HSS5X5X5/16 Loc: 0.000 Element Type: Ordinary Concentrically Braced Frame Classification: Seismic Provision: LRFD Analysis: Direct Analysis AlphaPr/Py=0.078 AlphaPr/Pe=0.094 Ignore Seismic Code? No 2nd Order: General 2nd Order Tau_b=1.000 EI factor=0.800 Ignore Special EQ Load? No Reduction: Tau-b Fixed EA factor=0.800 D/P Plug Welded? Yes SDC: D R=3.250 PhiB=0.900 PhiS=0.900 L=165.194 A=5.260 J=31.200 E=29000.000 RLLF=1.000 HSS Welding: D/C Ratio: 1=1.000 Omega0=2.000 PhiC=0.900 PhiS-RI=1.000 133-19.000 122=19.000 fy=46.000 SRLimit=0.950 Rho=1.250 Cd=3.250 PhiTY=0.900 PhiST=0.900 r33=1.901 r22=1.901 Ry=1.300 Sds=1.000 PhiTF=0.750 333=7.600 322=7.600 z33=9.160 222=9.160 Av3=2.910 Av2=2.910 ERW Reduce HSS ThiOcness? No 0.144 =0.14 4 4 0.000 + 0.000 = (Pr/Pc) + (Mr33/Mc33)''2 + (Mr22/Mc22) Eq. (HI 3b,Hl-2) STRESS CHECK FORCES i MOMENTS (Combo DSTLS5) Location Pu Mu33 Mu22 Vu2 Vu3 Tu 0.000 -18.815 0.000 0.000 -0 213 0 000 0 000 AXIAL FORCE & BIAXIAL MOMENT DESIGN (HI.3b ,Hl-2) Factor L Kl , . K2 Bl B2 Cm Major Bending 1.000 1.000 1.000 1 000 1 000 1 000 Minor Bending 1.000 1.000 1.000 1 000 1 OOO 1 000 Lltb Kltb Cb LTB 1.000 1.000 1.316 Pu phi*Pne phi*Pnt Force Capacity Capacity Axial Fbrce 18.815 131.003 217.764 Mu phi*Mn phi*Mn Moment Capacity No LTB Major Bending 0.000 379.224 379.224 Minor Bending 0.000 379.224 Tu Tn phi*Tn Moment Capacity. , Capacity Torsion 0.000 353.569 318.212 SHEAR DESIGN Vu phi*Vn Stress Force Capacity Ratio Major Shear 0.213 59.664 0.004 Minor Shear 0.000 59.664 0.000 ETABS V9.2.0 - File:13903-2D-OCBF-DETAIL-15 - Kip-ln Units October 11,2013 15:33 /^ IV — TYP. -r Ti?: 18 4'-- 0" STEEL BRACED FRAME ELEVATION 17 T^i^S C^5-€ ^^'^1 iAi-c(er O'iv'^l^ WfC<MsC JOB No, 1® . « Tel: (626) 448-8182 ANF & ASSOCIATES Fax:(626)448-8092 ^ l^^c,.., - 9420TebtarATCWM, SuHe 118, El Moate, CA 91731 ^ A1^ <5 ^1,- ;<^o X iP,P7rx 47^ K'ps T-O l/u ^ ^ '^i' ^' ' ^10 • -for "(<^W\e p , V I \i. ^in 4 (?) SMF COL. SEE SMF ELEVATIONS "L" & "M" OF S5 1 @J-r0 A325 ^rs (3) 1"THK. MIN. BEARING PL. 0 5/8"THK. STIFFENER PL. EA. SIDE OF WEB @ STL. BM. SEE PLAN Tf — — ' \ o o 5/16' 5/16" 1/ •® d) ® SMF COL. ON STL. BM. 15 o TIei/ivf .i\\ I -» 1 1 I Frame Reaction Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/10/13 15:22:07 1.00 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Ground Level: 1 ST CONC FL Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft) Merge Node Tolerance (in): 0.0100 Geometry Tolerance (in): 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. LOAD CASE DEFINITIONS: D DeadLoad Lp PosLiveLoad E3 Eq E4 Eq E5 Eq E6 Eq 4.00 RAMUSER RAMUSER EQ_IBC09_X_+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F LOAD COMBINATIONS: User Specified 51 * 1.365 D +0.500 Lp +3.000 E3 52 * 1.365 D +0.500 Lp +3.000 E4 53 * 1.365 D + 0.500 Lp + 3.000 E5 54 * 1.365 D + 0.500 Lp + 3.000 E6 55 * 1.365 D +0.500 Lp-3.000 E3 56 1.365 D +0.500 Lp-3.000 E4 57 * 1.365 D +0.500 Lp-3.000 E5 58 * 1.365 D +0.500 Lp-3.000 E6 59 * 1.365 D +3.000 E3 60 * 1.365 D +3.000 E4 61 * 1.365 D +3.000 E5 62 * 1.365 D +3.000 E6 63 * 1.365 D-3.000 E3 64 * 1.365 D-3.000 E4 65 * 1.365 D-3.000 E5 66 * 1.365 D-3.000 E6 67 * 0.735 D + 3.000 E3 68 * 0.735 D +3.000 E4 69 * 0.735 D + 3.000 E5 70 * 0.735 D + 3.000 E6 71 * 0.735 D - 3.000 E3 72 * 0.735 D - 3.000 E4 73 * 0.735 D - 3.000 E5 74 * 0.735 D - 3.000 E6 RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc (r=1.25, 0=3; 10/10/13 14:45:32 1= o , T = o 7 186 «> CD in 18 o> 10 \ I 1 p Member Force Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/10/13 14:45:32 STEEL COLUMN INFORMATION: Column Number: 49 Level Top: Raise course Bot: Mezz-f-Low roof Fy(ksi) = 50.00 Elastic Modulus (ksi) = 29000.00 Orientation (deg) = 0.00 INPUT PARAMETERS: Frame Nuraber: 21 Column Line (234.00,6.00) Column Size = W14X233 Length (ft) = 4.00 Top Bottom Fixity Major Axis: Fix Pin Minor Axis: Fix Pin Torsion: Fix Pin Joint Face Dist (in): Major: 13.45 0.00 Minor: 0.00 0.00 Rigid End Zone (in): Major: 0.00 0.00 (Ignore) Minor: 0.00 0.00 (Ignore) Member Force Output: At Face of Joint P-Delta: Yes ScaleFactor: 1.00 Ground Level: 1 ST CONC FL AD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E3 Eq EQ_IBC09_X_+E_F E4 Eq EQ IBC09 X -E F E5 Eq EQ IBC09_Y_+E F E6 Eq EQ IBC09 Y -E F LOAD COMBINATIONS: User Spedfied No. of Specified Combinations: 24 MEMBER FORCE MAXIMA AND MINIMA P Mmajor Mminor Vmajor Vminor Tors kips kip-ft kip-ft kips kips kip-ft Max @ T: 268.50 510.30 146.93 169.07 ' 36.30 0.00 LC: 56 64 57 69 51 Max @ B: 268.50 (c) 0.00 0.00 169.07 36.30 0.00 LC: 56 51 51 68 69 51 Maximum: 268.50 510.30 146.93 169.07 36.30 0.00 LC: 56 64 57 68 69 51 @ (ft): 1.12 1.12 0.00 1.12 0.00 1.12 I ll 1 i I 1 I Member Force Envelope RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 atPCR- Building Code: IBC Min@T LC Min@B LC Minimum LC @(ft) F -20.96 68 -20.96 68 Mmajor -486.77 0.00 51 -20.96 -486.77 68 68 1.12 1.12 1 i^ifrX ^ Mminor -145.21 69 0.00 51 -145.21 69 0.00 y«iaj.pr Vminor (-177.^4 -36.73 V_. 64'Vv-'^ 57 -177.24 -36.73 64 57 -177.24 64 1.12 -36.73 57 0.00 \11'>% \^ Page 2/2 10/10/13 14:45:32 Tors 0.00 51 0.00 51 0.00 51 1.12 I i I Member Force Envelope RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/10/13 14:45:32 STEEL COLUMN INFORMATION: Column Number: 59 Level Top: Raise course Bot: Mezz+Low roof Fy (ksi) = 50.00 Elastic Modulus (ksi) = 29000.00 Orientation (deg) = 0.00 INPUT PARAMETERS: Frame Number: 21 Column Line (260.00,6.00) Column Size = W14X233 Length (ft) = 4.00 Top Bottom Fixity Major Axis: Fix Pin Minor Axis: Fix Pin Torsion: Fix Pin Joint Face Dist (in): Major: 13.45 0.00 Minor: 0.00 0.00 Rigid End Zone (in): Major: 0.00 0.00 (Ignore) Minor: 0.00 0.00 (Ignore) Member Force Output: At Face of Joint P-Delta: Yes ScaleFactor: 1.00 Ground Level: 1 ST CONC FL AD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E3 Eq EQ IBC09 X +E F E4 Eq EQ IBC09_X_-E_F E5 Eq EQ IBC09 Y +E F E6 Eq EQ IBC09 Y -E F LOAD COMBINATIONS: User Specified No. of Specified Combinations: 24 MEMBER FORCE MAXIMA AND MINIMA P Mmajor Mminor Vmajor Vminor Tors kips kip-ft kip-ft kips X kips kip-ft Max @ T 261.58 407.41 143.80 (163.04 J 36.06 0.00 LC 52 72 57 ^-52' Vs^\>^ 61 51 Max@B 261.58 0.00 0.00 163.04 36.06 0.00 LC 52 51 51 52 61 51 Maximum 261.58 407.41 143.80 163.04 36.06 0.00 LC 52 72 57 52 61 51 @(ft) 1.12 1.12 0.00 1.12 0.00 1.12 I Member Force Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 2/2 10/10/13 14:45:32 Min@T LC Min@B LC P -55.11 Mmajor -469.42 52 25.11 '^'^•'^ 0.00 72 51 Mminor -144.23 61 0.00 51 Vmajor -141.50 , 72 \/ -141.50 72 Vminor -35.95 57 -35.95 57 Tors 0.00 51 0.00 51 I i I I P I Minimum LC @(ft) -25.11 72 1.12 -469.42 52 1.12 •144.23 61 0.00 -141.50 72 1.12 -35.95 57 0.00 0.00 51 1.12 P 1 I in n •H n H «) 5 P o H O ro 11 O LO u 0 o I fa U! I LD O) I Pi u og H CD g (U -H u rH m 0) n o CTi m 0) CD (ti PQ (ti « Q ^ II X \\ Mi > > \0 y iS 1 V- 0 u U X 801- 9CI- o I I Member Force Envelope RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/10/13 14:45:32 STEEL COLUMN INFORMATION: Column Number: 74 Level Top: Raise course Bot: Mezz+Low roof Fy (ksi) = 50.00 Elastic Modulus (ksi) = 29000.00 Orientation (deg) = 90.00 INPUT PARAMETERS: Frame Number: 1 Column Line (298.00,41.00) Column Size = W14X233 Length (ft) = 4.00 Top Bottom Fixity Major Axis: Fix Pin Minor Axis: Fix Pin Torsion: Fix Fix Joint Face Dist (in): Major: 13.45 0.00 Minor: 0.00 0.00 Rigid End Zone (in): Major: 0.00 0.00 (Ignore) Minor: 0.00 0.00 (Ignore) Member Force Output: At Face of Joint P-Delta: Yes ScaleFactor: 1.00 Ground Level: 1 ST CONC FL AD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E3 Eq EQ IBC09_X_+E F E4 Eq EQ_IBC09 X -E F E5 Eq EQ IBC09 Y +E F E6 Eq EQ IBC09 Y -E F LOAD COMBINATIONS: User Specified No. of Specified Combinations: 24 MEMBER FORCE MAXIMA AND MINIMA P Mmajor Mminor Vmajor Vminor Tors kips kip-ft kip-ft , 'Kp* s kips kip-ft Max @ T: 205.96 678.64 91.31 (211.20-^ 22.86 1.05 LC: 57 57 51 69 63 57 Max@B: 205.96 0.00 0.00 211.20 22.86 1.05 LC: 57 51 51 69 63 57 Maximum: 205.96 678.64 91.31 211.20 22.86 1.05 LC: 57 57 51 69 63 57 @(ft): 1.12 1.12 0.00 1.12 0.00 1.12 Member Force Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 2/2 10/10/13 14:45:32 P Mmajor Mminor Vmajor Min @ T: -62.88 -608.07 -91.44 -235.71 LC: 69 63 57 Min @ B: -62.88 lw 0.00 0.00 -235.71 LC: 69 51 51 57 Minimum: -62.88 -608.07 -91.44 -235.71 LC: 69 69 63 57 @(ft): 1.12 1.12 0.00 1.12 Vminor W -22.83 Vvvr/;, 5j -22.83 51 -22.83 51 0.00 Tors -0.62 69 -0.62 69 -0.62 69 1.12 Member Force Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/10/13 14:45:32 STEEL COLUMN INFORMATION: Column Number: 75 Level Top: Raise course Bot: Mezz+Low roof Fy (ksi) = 50.00 Elastic Modulus (ksi) = 29000.00 Orientation (deg) = 90.00 INPUT PARAMETERS: Frame Number: 1 Column Line (298.00,67.00) Column Size = W14X233 Length (ft) = 4.00 Top Bottom Fixity Major Axis: Fix Pin Minor Axis: Fix Pin Torsion: Fix Fix Joint Face Dist (in): Major: 13.45 0.00 Minor: 0.00 0.00 Rigid End Zone (in): Major: 0.00 0.00 (Ignore) Minor: 0.00 0.00 (Ignore) Member Force Output: At Face of Joint P-Delta: Yes ScaleFactor: 1.00 Ground Level: 1 ST CONC FL AD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E3 Eq EQ_IBC09_X_+E_F E4 Eq EQ_IBC09_X_-E_F E5 Eq EQ IBC09_Y +E F E6 Eq EQ IBC09 Y -E F LOAD COMBINATIONS: User Specified No. of Specified Combinations: 24 MEMBER FORCE MAXIMA AND MINIMA P Mmajor Mminor Vmajor Vminor Tors Ikips kip-ft kip-ft kips kips kip-ft Max @ T: 187.3^ 420.13 99.51 160.37 1 . 24.61 0.84 LC: '^^—-'^ 73 51 53^ 53 Max @ B: 187.39 0.00 0.00 160.37 24.61 0.84 LC: 53 51 51 53 71 53 Maximum: 187.39 420.13 99.51 160.37 24.61 0.84 LC: 53 73 51 53 71 53 @(ft): 1.12 1.12 0.00 1.12 0.00 1.12 Member Force Envelope RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 2/2 10/10/13 14:45:32 Min@T LC Min@B LC Minimum LC @(ft) Mminor -98.42 71 0.00 51 -98.42 71 0.00 Vmajor -145.92 /-145.92y v.-^- 73 •145.92 73 1.12 Vminor -24.88 51 -24.88 51 -24.88 51 0.00 Tors -0.85 65 -0.85 65 -0.85 65 1.12 ANF & ASSOCIATES Consulting Structural EngineeiB Tel: (626)448-8182 F«x: (626) 448-8092 9420 Tebtar Avemie, Suite 118,ElMonie,CA91731 JOB Na BY. DATE SH._£i: cjtwc-t^vv rt<^^ <;t'r-^-^tM , n^rr o^^^^ -(/^i-^ stilt lA/€ tA^^^ ^^^^^^ 1''^^ itf/i^V 1' 5- =-^,^15 RAM Fraine V14.04 - Analysis Mode DataBase: 13 9 03 Regal Cinemas 12 at PCR-25-SMF-cone Plan View Story: Roof Member Forces Axial Loads, Load case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft 177 32 kifcs c 40,32- RAM Fraine V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc Plan View Story; Raise course Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft .1.; 153.77 kips a H 87.35 kips RAM Frame V14,04 - Analysis Mode DataBase: 13 903 Regal Cinemas 12 at PCR-25-SMF-conc Plan View Story: Mezz-i-Low roof Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft I I lllllll 25 64 kips 302,57 kips I I RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc Plan View Story: Raise up fl Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC0 9 X NoE Drft 90, I I MA -1 n 229 73 kips I -M I I n 1131.13 kips 1S .oo KIDS H RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc Plan View Story: Roof Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft li— 5 40, k 7. 32 <ip5 3^ c cx . RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-cone Plan View Story: Raise course Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft 1 x^^iO 155.10 kips I e H "57 77 kips RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc Plan View Story: Mezz-i-Low roof Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC0 9 X NoE Drft -r I I I I 1 I Kips RAM Frame V14.04 - Analysis Mode DataBase: 13 903 Regal Cinemas 12 at PCR-25-SMF-conc Plan view story: Raise up fl Member Forces Axial Loads, Load Case: Ee 10/07/13 15:24:35 EQ IBC09 X NoE Drft I I I 197.48 kips 3616'^ lti(js 4 m S8 K^^. 1^ -t4^< 79 Tel: (626) 448-8182 Fax: (626) 448-8092 Consulting Structural Engineen ANF & ASSOCIATES F«(62<0448-8092 PC(^ ^c^J a^.V^^ 9420 Telstar Avenue, Suite 118, m Monte, CA 91731 Joa NaJli^i SH. X- ^ OF_J I;M<- '"'^'I ^'^'"'^^ 1 i ( t —fcr— 3 P f IX |. lo' «v Jvvt 1") i' W "«*ftj ® <>pp')/ t^"' i^o V elf n'f^ 4w '-^-^ ^ w\«i^ -for" Hei«« 1, V ^ as. U • ^ -(s^ii*^ i-. • '' (^ "yt^ ^•tiiif\et<,^ less -t6ivii7^^ ^(>ot/e , Z*"*) iUa.^Po'f I b 5 \-{sJYii<r<'^ - ni*i.v^,'on^ S«.'^"'i'C r«?i<s-t»«'% <2,y5-t«t^ 4 A/t>, Mv Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc Building Code: IBC p-l 10/09/13 10:01:01 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (311.357,248.034) ^ Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.7961 0.1497 2.7961 0.1497 0.0055 0.0003 E4 2.3386 0.6982 2.3386 0.6982 0.0046 0.0014 E5 -0.2668 3.0854 -0.2668 3.0854 0.0005 0.0061 E6 0.2614 0.2614 2.4482 0.0005 0.0049 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04,05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc 10/09/13 10:01:01 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc Building Code: IBC 10/09/13 10:01:01 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQJBC09_X^+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (0.717,248.512) T Story LdC Displacement story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.8335 -0.0613 2.8113 0.0962 0.0062 0.0002 E4 2.3652 -0.7278 2.3428 -0.5484 0.0051 0.0012 E5 -0.3011 2.5763 -0.3005 2.3611 0.0007 0.0052 E6 0.2466 Cl4ii> 0.2482 3.1584 0.0005 0.0069 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0222 -0.1575 0.0222 -0.1575 0.0005 0.0033 Raise up fl E4 0.0224 -0.1794 0.0224 -0.1794 0.0005 0.0037 E5 -0.0007 0.2152 -0.0007 0.2152 0.0000 0.0045 E6 -0.0016 0.2527 -0.0016 0.2527 0.0000 0.0053 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 fl Drift P-^ RAM Frame v 14.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc 10/09/13 10:01:01 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc Building Code: IBC 10/09/13 10:01:01 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq EQ_IBC09_X_+E_F E4 Eq EQ_IBC09_X_ -E_F E5 Eq EQ_IBC09_Y_+E_F E6 Eq EQJBC09_Y_ -E_F RESULTS: Location (ft): (310.879,6.452) L i-'-tU. Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.7895 -0.2403 2.7895 -0.2403 0.0055 0.0005 E4 3.2859 0.1312 3.2859 0.1312 0.0065 0.0003 E5 0.7655 4.5372 0.7655 4.5372 0.0015 0.0090 E6 0.1507 3.6896 0.1507 3.6896 0.0003 0.0073 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONCFL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-1-SMF-conc Building Code: IBC Page 2/2 10/09/13 10:01:01 Steel Code: IBC Story LdC Displacement E6 0.0000 0.0000 Story Drift 0.0000 0.0000 Drift Ratio 0.0000 0.0000 RAM Frame V14.04 - Analysis Mode DataBase: 13903 Regal Cinemas 12 at PCR-25-SMF-conc-lbeam 10/08/13 09:40:44 Plan View Story: Raise up fl SUwJ Y*\f^*^ 1 DOOr - 700< l 4 __ X 4 __ X X o. 4 __ X .— 4 __ X X 4 __ X J 4 __ X 4 __ X X 4 __ X 4 __ X 4 __ X X 1 -1 g •< ; 1- o e CJ ~ ? X o T 3 Jo T cr- r-rxjeo ^ JutA jum J sow C jm AAA , xm t AAA loor -TOOt AAA AiAAA •SOC CO ; 00 <^ •! ^ 00 , CO • OO ' CD 00 00 Q ro CD O O o o 6 CD 1- in •<S- 00 rvjT- Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc Building Code: IBC 10/09/13 10:25:25 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (311.357,248.034) Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.7731 0.1481 2.7731 0.1481 0.0055 0.0003 y ml-a E4 (230932'. 0.6962 2.3094 0.6962 0.0046 0.0014 E5 -0.2252 3.0882 -0.2252 3.0882 0.0004 0.0061 E6 0.3123 (1451$:> 0.3123 2.4516 0.0006 0.0049 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc 10/09/13 10:25:25 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc Building Code: IBC 10/09/13 10:25:25 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (0.717,247.795) Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.8074 -0.2077 2.8074 -0.2077 0.0056 0.0004 E4 2.3349 -0.9145 2.3349 -0.9145 0.0046 0.0018 E5 -0.2526 2J419^ -0.2526 2.8419 0.0005 0.0056 E6 0.3024 0.3024 3.7364 0.0006 0.0074 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift f^O'^ RAM Frame vl4.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc 10/09/13 10:25:25 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 fl Drift RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc Building Code: IBC 10/09/13 10:25:25 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQJBC09_X_-E_F EQ_IBC09_Y_+E_F EQJBC09_Y_-E_F RESULTS: Location (ft): (311.357,6.452) Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.8670 -0.2522 2.8670 -0.2522 0.0057 0.0005 E4 ^,3848:^ 0.1175 3.3848 0.1175 0.0067 0.0002 E5 0.6247 4.5617 0.6247 4.5617 0.0012 0.0091 E6 -0.0218 3.7153 -0.0218 3.7153 0.0000 0.0074 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 fl Drift f^Q~h RAM Frame V 14.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-2-SMF-conc 10/09/13 10:25:25 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 H H H H H H 6S:8£:60 EI/8O/OI m^aqi - ouoo-^ws - SS-HOd SI s-emauTo leBay C06CI laseee^BQ I I I I I I I I I I I I I I I I I t> If) o r-l O O a o o I CO 10 I u IC o > (ti tjl 0) ro o cn « 0) 0) m 4-) iC Q -0 1 in co9 < VV in I I CO I I r-4 T- Drift RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc Building Code: IBC ? 10/09/13 10:51:27 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQJBC09_X_+E_F EQ_IBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (310.879,248.751) Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in Roof E3 2.8168 0.1513 2.7946 -0.0047 0.0061 0.0000 E4 ^2.3600^ 0.6982 2.3376 0.5252 0.0051 0.0012 E5 -0.2616 3.0851 -0.2610 2.8707 0.0006 0.0063 E6 0.2641 0.2657 2.2566 0.0006 0.0049 Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0221 0.1561 0.0221 0.1561 0.0005 0.0033 Raise up fl E4 0.0224 0.1730 0.0224 0.1730 0.0005 0.0036 E5 -0.0006 0.2144 -0.0006 0.2144 0.0000 0.0045 E6 -0.0015 0.1930 -0.0015 0.1930 0.0000 0.0040 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift A/t)-^ RAM Frame vl4.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc 10/09/13 10:51:27 Building Code: IBC Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 m Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc Building Code: IBC 10/09/13 10:51:27 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQJBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (0.239,248.034) Story Roof LdC Displacement Story Drift Drift Ratio X Y X Y X Y ( i in in in in E3 2.8590 -0.1195 2.8590 -0.1195 0.0057 0.0002 v \ E4 2.3972 -0.7981 2.3972 -0.7981 0.0048 0.0016 1 E5 -0.2924 2.5571 -0.2924 2.5571 0.0006 0.0051 I I E6 0.2460 0.2460 3.4104 0.0005 0.0068 i I > Raise course E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mezz+Low roof E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Raise up fl E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1ST CONC FL E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Drift RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc Building Code: IBC A/P' Page 2/2 10/09/13 10:51:27 Steel Code: IBC Story LdC Displacement E6 0.0000 0.0000 Story Drift 0.0000 0.0000 Drift Ratio 0.0000 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc Building Code: IBC 10/09/13 10:51:27 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: GroundLevel: 1ST CONC FL 1.00 LOAD CASE DEFINITIONS: E3 Eq E4 Eq E5 Eq E6 Eq EQ_IBC09_X_+E_F EQJBC09_X_-E_F EQ_IBC09_Y_+E_F EQ_IBC09_Y_-E_F RESULTS: Location (ft): (311.596,5.974) Story LdC Displacement Story Drift Drift Ratio X Y X Y X Y i Roof E3 E4 E5 E6 in 3.0798 0.8643 0.1651 in 0.0665 0.4937 4.6444 3.7060 in 1.0108 1.1932 0.3843 0.0831 in 0.1419 0.3037 1.2878 0.9833 0.0040 0.0047 0.0015 0.0003 0.0006 i 0.0012 1 0.0051 1 0.0039 1 \ Raise course E3 E4 E5 E6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 \ 0.0000 i 0.0000 i 0.0000 1 0.0000 1 Mezz+Low roof E3 E4 E5 E6 2.0690 2.4351 0.4800 0.0820 -0.0754 0.1899 3.3566 2.7227 2.0690 2.4351 0.4800 0.0820 -0.0754 0.1899 3.3566 2.7227 0.0082 0.0097 0.0019 0.0003 i 0.0003 I 0.0008 f 0.0133 f 0.0108 \ Raise up fl E3 E4 E5 E6 OOOO d d d d OOOO OOOO OOOO 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 \ 0.0000 \ 0.0000 1 0.0000 1 0.0000 r 1ST CONCFL E3 E4 E5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 f 0.0000 j 0.0000 Drift RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-25-3-SMF-conc Building Code: IBC A/D '12- Page 2/2 10/09/13 10:51:27 Steel Code: IBC Story LdC Displacement E6 0.0000 0.0000 Story Drift 0.0000 0.0000 Drift Ratio 0.0000 0.0000 Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Floor Type: Roof (theater) Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Floor Type: basket ball course '-By • \ ' 103 Q . 0 •H- ..QK -i -:HS ; no 110x6 :^'8 c\^4x22 (g1W18x35 (10), , W16x26 (10) ,^, W16x26 (IC Wia(40(40)c=1" 110x6: 8:rh X X o OT —O W X OJ 5 c»5i CO xl X (O! (D V>i CO oW12x19 (22) c?= ^^2x19 (12) C CiJ ^^CJ wyvi2x19 (12) c:=oVy!2i(19.a2).g WtS<40(18)c=1" aWl2x19(12)c= |-WI2x19(12) c= WI2xW Wl 8x40(18)0=1" W18x40(18) c=1" -^2x19(12) 0^^^)2x19(12) Wiex40(18)c=1" W12X19 (12) c: W12X19 (12) C= Wia<40(18)cy^" WI2x19(12)c= W12x19(12)c: W16t(40(18)c=1" gWl2x19(12)o=Wl2x19(12)C= VV18xgO(33)c=1-1A ^^13 {_ig>i ^2x19(18) < 114x2^)W16x26 (1(|l^ |l iL|l_I. yyi2xi4( i?/Vl2x14(6) 'y^t^2x14( 3) III II ^WI2x1" 0 M o £WI2x1g,0 1^^ \A«)5|(4) W12)^ I) ; AC6; Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Floor Type: Mezz.+low roof Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Floor Type: Raised Fl rhSS18x6x5/16c=3y'i ) ^ (Si T— . ^ ••§[5 ^„:,,.'.„;.- •' V.,,. - X,.: , ' ' \.. W16x^ (r^ W16X26 (ICc-^ W18x35 (1Cf^ W18x40 dC^ \Ai21x44 (1C^ V\g1x44 (ICg ,\AC1x44il2 Wg1x44(1£ ^14x6x3/8c<|lW16x26(8|-j W16x26(&|p W16x26(8| Wiax35(16)pj' W18x35 (16 Wl 2x19(12)0= Wl 2x19 (12)0= W)2x19(12)c= pjk" W!4x22 (10; ,' « • >< >< >< xj ^ V\eix44 (ir^ W?1x44 (ICV^ :> VV16X26(10)^W24X62(17)Q WI6X28(8) ,J W16X26(8) V((la W)6x31 (U^, iR WI6x26(2.^x W16x31 (1f^ W16X31 (1^ X VVt6x31(i;^i. CNI W16X31 {M$ Wl6x31 (14) W16x26(26) : ^p-Wl6x26(12f^j W16X31 (14^^ VV16x31 (14fg Wl6x26(12) - K2-.l-k^iir '" V12x19(16)c=lwi2x19(16)c^^2x19 (16) 0=^2x19(16) o=1j2W18x35(ieg^ ^i^; mj ; o| o| ; ' fV 12x19(16)0= xwi2x19(16)c= y/12x19(16) c= W12x19(10) 0=1/2W18x35(1{ ,W12x19 (12) c= >il • ?l iL^'1x?3 (22) ^ '• W16X26 (1 t\/^2x19 (16) c^'^2x19 (16) c^-^g ^| ^i"^! • V3>>^WI2X19(16) C^.VV12X19(16) C--^f-^gN^ .'"Ijpxwi2x19(16) c=W12x19 (16) C= xg; ^rt TTT W)2x19(16)c--?J?VV24x55(31f; • y '•''/V)2x14iS)( ' -H cqwi2x19(16)0=^2x19(16) c=PwiOx12^j) : 5'/V12x14i;p "^"sel "^^Sl" : c-ci;..^^^^ft^i^ac19 (16) c%NAg4x68 (7lFoW12x-,tj, • " : W ^1W12x19(10)o^VV12x19(16) 'c=^0x12" I •g-hrt -'^ -gr—x X x ^ 1 ^ajL|Ljl3yi^l^ -W16xi 'pV\e4xi • (£) VV21x44 g , W16x26(8|^ W16x26(&g„ W16x26 (8?' W16x26(i;g •gH §LJ gu gf §1 pWl2)(19(14)c=" CNl . . ^ W14x22(1CWl 2x19(12) c:^2W14x22(1(^ W16x36' ^ C-I X 1^? o —• • s lfi n X 00 i WI2x14(2(9cy Wl6x26(i;x ^ CO ; ^2x19(14)0' 12VVg4x55(32F[ oo 00 Wl4x22(14) W16x26(1 t|, W16x26(8|3 W16x26(&||: El W16x26(i;r. W14x22(14)WI2x19 (17) C= W16x26(12). -\Ae4x55(3:..; ^ ' W14x22 (14) Wl2x19 (17) c= r ].„_ CO >-a i: s wi6x3i dC'sHW16X31 (ic'a^,wi6x3i (icS wi4x22(i4) wi6x3i(i;5l i,.y»ix;:i!^r7 fS ^op ~ ^ ^pl'-^'^CO^^I^^^f^'^*^ ' •" (12) 0= Wl 2x19 (12)0= Wl 2x19 (12)0= xW12x19(12) c=^W12x19(12) c= Wl.'; ^ l;^ VAi 1= §WT2 g 0=1/2 xl xl gi >l ^ r5l ^1 ^ S:!l Dii > \A/ifiysiMm A/WRvr^i ni?i °l °l °i §1 wi7x-2n.3^ H-O-O-O Wl6x26(12) Wl2>c19(17)c=,x •|-jW14x22(18)- - V\eix44 (39^^ CD > Gl ^ ,W1tt«'12 W16x26(1lf W16x28(26^. CM W16x^(13; X IJU DP W Wl6x26(13)x W16x26(i:x ^L^^cM rsl g 5 (42^^ W12x30(9;^^ W12x30(9;^g W12X30(9;^Q W12x30(8/ W16x26(i;x P(4r •H •H- • HH- -Q- , -' fel" ../lis? Floor Map RAM Steel V 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC BP-5" 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Floor Type: 1st cone FI , E S3 ccrbm24)g) ^ ccrbm2^ ortm24)a3 Cgtm24»90 g 0Jtm2tg) <jj conlTniag4 5 oorctni34<Z7 o5lbm3*a3 CQr1bm3*30 ocnctm3*27 core 13X13*27 ecrtm2»S0 ^ to cxxtm2*eO .i. oortm24)a} • ^ corfam24>Q) oonbmatae oontim1S04 a3it»n3*fi6 Cjutj'ii2-'xu' m, a*' B £1 _oonbm1SG4_Si ombmiae* conbmiaa* ocnbmia04. oonbmiae* fcnnfcmiaG4 txnbrn3*a6 conbmiaa4 • Mi 7. \ \ 1,SV ./ '\ J .am"' Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Floor Type: Roof (theater) !V\5 • Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Buiiding Code: IBC Page 2/2 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Surface Loads Line Loads LIO Point Loads Pl P2 P3 P4 P5 P6 P7 P8 P9 Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf Roof (theater) 8.0 0.0 20.0 Reducible 0.0 0.0 16.0 Hi Roof 8.0 0.0 20.0 Reducible 0.0 0.0 14.0 Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft parapet 0.100 0.000 0.000 Reducible 0.000 0.000 0.100 Label DL CDL LL Reduction PLL CLL Mass DL kips kips kips Type kips kips kips point load 3.5 k 3.500 0.000 0.000 Reducible 0.000 0.000 3.500 point load 4 k 4.000 0.000 0.000 Reducible 0.000 0.000 4.000 point load 1.7 k 1.700 0.000 0.000 Reducible 0.000 0.000 1.700 point load 1.5 k 1.500 0.000 0.000 Reducible 0.000 0.000 1.500 point load 3 k 3.000 0.000 0.000 Reducible 0.000 0.000 3.000 point load 2.1 k 2.100 0.000 0.000 Reducible 0.000 0.000 2.100 point load .7 k 0.700 0.000 0.000 Reducible 0.000 0.000 0.700 point load 2.8 k 2.800 0.000 0.000 Reducible 0.000 0.000 2.800 point load 4.2 k 4.200 0.000 0.000 Reducible 0.000 0.000 4.200 Floor Map RAM steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC iLM-> 10/14/13 13:52:46 steel Code: AISC 360-10 LRFD Floor Type: basket ball course (3 ' 103 ^ -I- • • n • D s • .TO ::::::]::::::: ii?:::::::::!:::::: •:39."-;:-5e>v •Zr.'.'.'ui '.*.'. :•»: \;50i/y ;:-5e>v :-:':":-:io: <o :-2&:.:.:::: •y.'i ;-37-; •:•:•? \;50i/y 1—_\jBi <r •:-:-:-:-9:-y^^ ::24:::::::> •ISS-^:4a-? r ic \ "•v /' a- • • • s ::22::::::::: •:34:' r ic \ "•v /' a- • • • s :;! ;!;: .•:":':-i>: yy •2i-:':-:':' •:'45v': r ic \ "•v /' a- • • • s y :-:-;-:-^: :2D;:::::"g5 :-32-: •!-:5 ::*:44"ai r ic \ "•v /' a- • • • s •:-:-:-:72: •:•:• :•:•:•: :•:•:• I*:'.'. •:l43X: r ic \ "•v /' a- • • • s •'• m •?Mly: r ic \ "•v /' a- • • • s 11 ••: Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC Page 2/2 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Surface Loads Line Loads Label basket ball course DL psf 85.0 CDL psf 0.0 LL Reduction psf Type 75.0 Reducible PLL psf 0.0 CLL psf 0.0 Mass DL psf 90.0 Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft L2 elevator 0.400 0.000 0.400 Unreducible 0.000 0.000 0.400 L20 LOAD 450 0.450 0.000 0.000 Reducible 0.000 0.000 0.450 L30 stair tri-10' 1.000 0.000 1.000 Unreducible 0.000 0.000 1.000 L32 stair wall tri-10' 1.300 0.000 1.000 Reducible 0.000 0.000 1.300 Floor Map RAM Steel V 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Floor Type: Mezz.+low roof [ I I I I Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC Page 2/2 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Surface Loads Line Loads Label Roof (theater) Mezz. office Theater on raise fl lower course chiller support DL psf 8.0 11.0 50.0 16.0 100.0 CDL psf 0.0 0.0 0.0 0.0 0.0 LL Reduction psf Type 20.0 Reducible 50.0 Reducible 60.0 Reducible 20.0 Reducible 0.0 Reducible PLL CLL Mass DL psf psf psf 0.0 0.0 16.0 20.0 0.0 31.0 0.0 0.0 50.0 0.0 0.0 18.0 0.0 0.0 100.0 Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft Ll stair tri-4' 0.400 0.000 0.400 Unreducible 0.000 0.000 0.400 L2 elevator 0.400 0.000 0.400 Unreducible 0.000 0.000 0.400 L3 Tri 13-girder 0.950 0.000 0.780 Reducible 0.000 0.000 0.950 L4 Tri 7- girder 0.750 0.000 0.420 Reducible 0.000 0.000 0.420 L5 Tri 0- girder 0.400 0.000 0.000 Reducible 0.000 0.000 0.400 L6 Edge- girder 0.200 0.000 0.000 Reducible 0.000 0.000 0.200 LIO parapet 0.100 0.000 0.000 Reducible 0.000 0.000 0.100 Lll wind girder 0.100 0.000 0.000 Reducible 0.000 0.000 0.200 L15 LOAD 210 0.210 0.000 0.000 Reducible 0.000 0.000 0.210 LIS LOAD 390 0.390 0.000 0.000 Reducible 0.000 0.000 0.390 L20 LOAD 450 0.450 0.000 0.000 Reducible 0.000 0.000 0.450 L23 LOAD 1200 1.200 0.000 0.000 Reducible 0.000 0.000 1.200 L24 load 300 0.300 0.000 0.000 Reducible 0.000 0.000 0.300 L27 stair wall tri-3' 0.600 0.000 0.300 Reducible 0.000 0.000 0.600 L28 stair wall tri 2.5' 0.550 0.000 0.250 Reducible 0.000 0.000 0.550 L29 stair wall tri-5' 0.800 0.000 0.500 Reducible 0.000 0.000 0.500 L30 stair tri-10' 1.000 0.000 1.000 Unreducible 0.000 0.000 1.000 L31 stair tri-5' 0.500 0.000 0.500 Unreducible 0.000 0.000 0.500 Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Floor Type: Raised FI Sl: .,.1 A3 : \ - Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC Page 2/2 10/13/13 10:52:29 Steel Code: AISC 360-10 LRFD Label DL CDL LL Reduction psf psf psf Type Lobby or raise fl 12.0 0.0 100.0 Unreducible Theater on raise fl 50.0 0.0 60.0 Reducible Restroom under seat 62.0 0.0 160.0 Reducible Label DL CDL LL Reduction k/ft k/ft k/ft Type stair tri-4' 0.400 0.000 0.400 Unreducible elevator 0.400 0.000 0.400 Unreducible Edge- girder 0.200 0.000 0.000 Reducible seat tri-4' 0.200 0.000 0.240 Reducible seat tri-8' 0.400 0.000 0.480 Reducible LOAD 420 0.420 0.000 0.000 Reducible LOAD 150 0.150 0.000 0.000 Reducible LOAD 210 0.210 0.000 0.000 Reducible LOAD 280 0.280 0.000 0.000 Reducible LOAD 1200 1.200 0.000 0,000 Reducible load 300 0.300 0.000 0.000 Reducible stait tri-8' 0.800 0.000 0.800 Reducible LOAD 870 0.870 0.000 0.000 Reducible PLL CLL Mass DL psf psf psf 0.0 0.0 17.0 0.0 0.0 50.0 10.0 0.0 67.0 PLL CLL Mass DL k/ft k/ft k/ft 0.000 0.000 0.400 0.000 0.000 0.400 0.000 0.000 0.200 0.000 0.000 0.200 0.000 0.000 0.400 0.000 0.000 0.420 0.000 0.000 0.150 0.000 0.000 0.210 0.000 0.000 0.280 0.000 0.000 1.200 0.000 0.000 0.300 0.000 0.000 0.800 0.000 0.000 0.870 Surface Loads 7/ i oaDODaatiD ODOBDDOaa oaoaDDaDD Line Loads Ll L2 L6 L7 L8 L12 L14 L15 L16 L23 L24 L25 L26 Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Building Code: IBC 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD 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d ft OOOO H! £ H:; O fC O CD ?3 n a o o OOOO )^ b o o o sr 2 o o o o i> C o o o o S5? r OOOO OOOO o o o o ^ o o o o SP o io o o pop H-» U> t-.^ ON K) o O ?P r PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI PPPI PPPI PPPI PPPI PPPI PPPI POOI PPPI w O n> r o a VI O f H 5^ cr o O (J- -p. r ft o CO o o H—* cr 1—» to O TJ b b b SS, r 0 0 0*0 b b b 2^ O ON ^ o o o 'T3 r b b b 25, r (Zj H JO O 3 O ft O o 5 o ^ O- o c •' o cr o C rt 2; o s o o p r b b b ss, r O O O 'B OOOl-*, to ON u^ K) o b b SS, o n r VI r CO o I to ON I CO • o o t=J o If I—» to O II 00 I—K o o^ O o CL O > S§ UJ UJ ON O I UJ o ^ O o &5 to r !A3 to 2 to \ D NO to — RAM Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC =1.25,0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD STEEL BEAM DESIGN SUMMARY: Floor Type: Roof (theater) m# Length +Mu -Mu Mn Fy Beam Size ft kip-ft kip-ft kip-ft ksi 1 5.50 0.0 -2.8 26.00 29.6 -2.8 184.2 50.0 W16X26 u 2 26.00 88.2 0.0 98.9 50.0 W14X22 3 26.00 30.8 0.0 184.2 50.0 W16X26 u 4 71.50 969.2 0.0 1254.0 50.0 W30X99 u 5 26.00 30.8 0.0 184.2 50.0 W16X26 u 6 8.67 0.2 0.0 31.8 50.0 W10X12 u 8 52.00 527.7 0.0 637.5 50.0 W24X62 11 26.00 76.1 0.0 137.6 50.0 W16X26 u 15 26.00 76.1 0.0 137.6 50.0 W16X26 u 19 26.00 76.3 0.0 137.6 50.0 W16X26 u 23 26.00 30.8 0.0 184.2 50.0 W16X26 u 29 26.00 86.3 0.0 98.9 50.0 W14X22 31 8.67 0.2 0.0 31.8 50.0 W10X12 u 32 26.00 224.8 0.0 397.5 50.0 W21X44 u 37 26.00 127.3 0.0 218.2 50.0 W18X35 u 40 26.00 127.2 0.0 218.2 50.0 W18X35 u 44 52.00 533.2 0.0 1016.7 50.0 W27X84 u 54 52.00 351.7 0.0 558.3 50.0 W24X55 u 55 8.67 0.2 0.0 31.8 50.0 W10X12 u 56 26.00 30.8 0.0 184.2 50.0 W16X26 u 61 22.50 81.9 0.0 146.0 50.0 W16X26 u 63 26.00 61.4 0.0 108.4 50.0 W14X22 u 65 8.67 0.2 0.0 31.8 50.0 W10X12 u 66 26.00 30.8 0.0 184.2 50.0 W16X26 u 69 5.50 0.0 -1.9 26.00 19.6 -1.9 184.2 50.0 W16X26 u 70 62.00 611.7 0.0 980.8 50.0 W27X84 u 73 26.00 54.6 0.0 137.7 50.0 W16X26 u 76 26.00 145.3 0.0 221.0 50.0 W18X35 u 81 8.67 0.2 0.0 31.8 50.0 W10X12 u 86 8.67 0.2 0.0 31.8 50.0 W10X12 u 88 52.00 554.5 0.0 819.6 50.0 W24X76 u 91 26.00 91,7 0.0 184.2 50.0 W16X26 u 108 26.00 76.1 0.0 137.6 50.0 W16X26 u 113 30.00 25.3 0.0 186.7 50.0 HSS 12X6X3/8 u 114 15.90 23.4 0.0 119.2 46.0 HSS12X6X1/4 u 119 30.00 40.4 0.0 94.7 46.0 W12X19 u 120 30.00 25.3 0.0 171.7 46.0 HSS 12X6X3/8 u 124 52.00 419.5 0.0 722.5 50.0 W24X68 u Studs Beam Summary RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 2/21 =1.25,0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length -t-Mu -Mu Mn Fy Beam Size 128 52.00 529.4 0.0 821.5 50.0 W24X76 u 129 26.00 76.1 0.0 137.6 50.0 W16X26 u 143 26.00 76.1 0.0 137.6 50.0 W16X26 u 148 14.00 41.6 0.0 138.3 50.0 W14X22 u 150 9.00 0.0 -71.6 26.00 11.5 -71.6 225.0 50.0 W16X31 u 160 14.00 52.6 0.0 72.5 50.0 W12X14 u 167 26.00 93.2 0.0 137.5 50.0 W16X26 u 168 26.00 29.6 0.0 72.5 50.0 W12X14 u 169 26.00 93.2 0.0 137.5 50.0 W16X26 u 171 26.00 175.4 0.0 231.8 50.0 W18X35 u 173 26.00 134.6 0.0 173.8 50.0 W16X31 u 175 26.00 127.2 0.0 218.2 50.0 W18X35 u 176 26.00 76.1 0.0 137.6 50.0 W16X26 u 191 26.00 135.9 0.0 173.9 50.0 W16X31 u 193 8.67 0.2 0.0 31.8 50.0 W10X12 u 194 8.67 0.2 0.0 31.8 50.0 W10X12 u 195 8.67 0.2 0.0 31.8 50.0 W10X12 u 196 8.67 0.2 0.0 31.8 50.0 W10X12 u 198 8.67 0.2 0.0 31.8 50.0 W10X12 u 199 8.67 0.2 0.0 31.8 50.0 W10X12 u 200 26.00 129.5 0.0 218.6 50.0 W18X35 u 201 8.67 0.2 0.0 31.8 50.0 W10X12 u 202 8.67 0.2 0.0 31.8 50.0 W10X12 u 203 26.00 33.3 0.0 83.8 50.0 W12X16 u 204 8.67 0.2 0.0 31.8 50.0 W10X12 u 215 26.00 93.4 0.0 137.5 50.0 W16X26 u 216 26.00 93.9 0.0 137.5 50.0 W16X26 u 218 26.00 85.7 0.0 218.7 50.0 W18X35 u 222 52.00 537.0 0.0 819.3 50.0 W24X76 u 223 26.00 76.1 0.0 137.6 50.0 W16X26 u 233 12.00 27.1 0.0 138.3 50.0 W14X22 u 234 12.00 27.4 0.0 72.5 50.0 W12X14 u 236 26.00 84.9 0.0 137.6 50.0 W16X26 u 238 26.00 145.1 0.0 220.9 50.0 W18X35 u 240 26.00 76.4 0.0 137.6 50.0 W16X26 u 250 35.00 65.8 0.0 155.0 50.0 W12X26 u 253 8.67 0.0 0.0 36.5 50.0 W8X10 u 255 8.67 0.2 0.0 31.8 50.0 W10X12 u 256 8.67 0.2 0.0 31.8 50.0 W10X12 u 257 8.67 0.2 0.0 31.8 50.0 W10X12 u 258 8.67 0.2 0.0 31.8 50.0 W10X12 u 262 26.00 30.8 0.0 184.2 50.0 W16X26 u 263 26.00 30.8 0.0 184.2 50.0 W16X26 u 265 24.00 26.2 0.0 184.2 50.0 W16X26 u Studs RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 3/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size 266 21.50 219.8 0.0 397.5 50.0 W21X44 u 268 8.67 0.0 0.0 36.5 50.0 W8X10 u 269 8.67 0.2 0.0 31.8 50.0 W10X12 u 270 8.67 0.2 0.0 31.8 50.0 W10X12 u 271 8.67 0.2 0.0 31.8 50.0 W10X12 u 282 41.00 51.3 0.0 277.1 50.0 W18X35 u 284 20.00 9.6 0.0 110.4 46.0 HSS 10X6X5/16 u 285 20.00 9.6 0.0 110.4 46.0 HSS 10X6X5/16 u 286 14.00 12.5 0.0 90.5 46.0 HSS 10X6X1/4 u 287 14.00 21.3 0.0 138.3 50.0 W14X22 u 288 14.00 28.1 0.0 138.3 50.0 W14X22 u 289 14.00 21.6 0.0 138.3 50.0 W14X22 u 295 11.00 3.0 0.0 138.3 50.0 W14X22 u 296 15.00 6.1 0.0 140.8 50.0 HSS 10X6X3/8 u 297 14.00 16.0 0.0 138.3 50.0 W14X22 u 298 20.00 16.9 0.0 138.3 50.0 W14X22 u 299 15.00 9.5 0.0 138.3 50.0 W14X22 u 300 11.00 5.1 0.0 138.3 50.0 W14X22 u 301 35.00 49.9 0.0 184.2 50.0 W16X26 u 303 6.00 0.2 0.0 140.8 50.0 HSS 10X6X3/8 u 304 U.OO 8.6 0.0 79.0 46.0 HSS8X6X5/16 u 305 23.00 10.5 0.0 92.4 46.0 HSS8X6X3/8 u 306 23.00 17.1 0.0 52.1 50.0 W10X12 u 307 8.67 0.2 0.0 31.8 50.0 W10X12 u 308 8.67 0.2 0.0 31.8 50.0 W10X12 u 309 8.67 0.2 0.0 31.8 50.0 W10X12 u 310 8.67 0.2 0.0 31.8 50.0 W10X12 u 311 8.67 0.2 0.0 31.8 50.0 W10X12 u 312 8.67 0.2 0.0 31.8 50.0 W10X12 u 313 8.67 0.2 0.0 31.8 50.0 W10X12 u 314 8.67 0.2 0.0 31.8 50.0 W10X12 u 315 8.67 0.2 0.0 31.8 50.0 W10X12 u 316 8.67 0.9 0.0 36.5 50.0 W8X10 u 317 8.67 1.0 0.0 36.5 50.0 W8X10 u 318 8.67 1.0 0.0 36.5 50.0 W8X10 u 319 4.00 0.4 0.0 36.5 50.0 W8X10 u 320 4.00 0.4 0.0 36.5 50.0 W8X10 u 321 4.00 0.4 0.0 36.5 50.0 W8X10 u 322 8.67 0.9 0.0 36.5 50.0 W8X10 u 323 8.67 1.0 0.0 36.5 50.0 W8X10 u 324 8.67 1.0 0.0 36.5 50.0 W8X10 u 325 8.67 1.0 0.0 36.5 50.0 W8X10 u 326 8.67 1.0 0.0 36.5 50.0 W8X10 u 327 8.67 0.9 0.0 36.5 50.0 W8X10 u 328 8.67 1.0 0.0 36.5 50.0 W8X10 u Studs RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 4/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size 329 8.67 1.0 0.0 36.5 50.0 W8X10 u 330 8.67 1.0 0.0 36.5 50.0 W8X10 u 331 8.67 1.0 0.0 36.5 50.0 W8X10 u 332 8.67 1.0 0.0 36.5 50.0 W8X10 u 333 8.67 1.0 0.0 36.5 50.0 W8X10 u 334 8.67 1.1 0.0 36.5 50.0 W8X10 u 335 8.67 1.0 0.0 36.5 50.0 W8X10 u 336 8.67 1.1 0.0 36.5 50.0 W8X10 u 337 8.67 1.0 0.0 36.5 50.0 W8X10 u 338 8.67 1.0 0.0 36.5 50.0 W8X10 u 339 8.67 1.0 0.0 36.5 50.0 W8X10 u 340 8.67 1.1 0.0 36.5 50.0 W8X10 u 341 8.67 1.0 0.0 36.5 50.0 W8X10 u 342 8.67 1.1 0.0 36.5 50.0 W8X10 u 346 8.67 1.0 0.0 36.5 50.0 W8X10 u 347 8.67 1.0 0.0 36.5 50.0 W8X10 u 348 8.67 1.0 0.0 36.5 50.0 W8X10 u 349 8.67 1.0 0.0 36.5 50.0 W8X10 u 350 8.67 1.0 0.0 36.5 50.0 W8X10 u 351 8.67 1.0 0.0 36.5 50.0 W8X10 u 352 8.67 1.0 0.0 36.5 50.0 W8X10 u 353 8.67 1.0 0.0 36.5 50.0 W8X10 u 354 8.67 1.0 0.0 36.5 50.0 W8X10 u 355 8.67 1.0 0.0 36.5 50.0 W8X10 u 356 8.67 1.0 0.0 36.5 50.0 W8X10 u 357 8.67 1.0 0.0 36.5 50.0 W8X10 u 358 4.00 0.4 0.0 36.5 50.0 W8X10 u 359 4.00 0.4 0.0 36.5 50.0 W8X10 u 360 4.00 0.4 0.0 36.5 50.0 W8X10 u 361 4.00 0.4 0.0 36.5 50.0 W8X10 u 362 4.00 0.4 0.0 36.5 50.0 W8X10 u 363 4.00 0.4 0.0 36.5 50.0 W8X10 u 364 4.00 0.4 0.0 36.5 50.0 W8X10 u 365 4.00 0.4 0.0 36.5 50.0 W8X10 u 366 4.00 0.4 0.0 36.5 50.0 W8X10 u 367 4.00 0.4 0.0 36.5 50.0 W8X10 u 368 4.00 0.4 0.0 36.5 50.0 W8X10 u 369 4.00 0.4 0.0 36.5 50.0 W8X10 u 370 4.00 0.4 0.0 36.5 50.0 W8X10 u 371 4.00 0.4 0.0 36.5 50.0 W8X10 u 372 4.00 0.4 0.0 36.5 50.0 W8X10 u 373 4.00 0.4 0.0 36.5 50.0 W8X10 u 374 4.00 0.4 0.0 36.5 50.0 W8X10 u 375 4.00 0.4 0.0 36.5 50.0 W8X10 u 376 4.00 0.4 0.0 36.5 50.0 W8X10 u Studs Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (i-1.25. Building Code: IBC Page 5/21 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length H^Mu -Mu Mn Fy Beam Size 377 4.00 0.4 0.0 36.5 50.0 W8X10 u 378 4.00 0.4 0.0 36.5 50.0 W8X10 u 379 4.00 0.4 0.0 36.5 50.0 W8X10 u 380 4.00 0.4 0.0 36.5 50.0 W8X10 u 381 4.00 0.4 0.0 36.5 50.0 W8X10 u 382 4.04 0.4 0.0 36.5 50.0 W8X10 u 383 4.04 0.4 0.0 36.5 50.0 W8X10 u 384 4.04 0.4 0.0 36.5 50.0 W8X10 u 385 4.00 0.4 0.0 36.5 50.0 W8X10 u 386 4.00 0.4 0.0 36.5 50.0 W8X10 u 387 4.00 0.4 0.0 36.5 50.0 W8X10 u 388 4.04 0.4 0.0 36.5 50.0 W8X10 u 389 4.04 0.4 0.0 36.5 50.0 W8X10 u 390 4.04 0.4 0.0 36.5 50.0 W8X10 u 392 4.62 0.3 0.0 36.5 50.0 W8X10 u 393 4.62 0.3 0.0 36.5 50.0 W8X10 u 394 4.62 0.3 0.0 36.5 50.0 W8X10 u 395 4.62 0.3 0.0 36.5 50.0 W8X10 u 396 4.62 0.3 0.0 36.5 50.0 W8X10 u 397 4.62 0.3 0.0 36.5 50.0 W8X10 u 398 4.62 0.3 0.0 36.5 50.0 W8X10 u 399 4.62 0.3 0.0 36.5 50.0 W8X10 u 400 4.62 0.3 0.0 36.5 50.0 W8X10 u 401 4.62 0.3 0.0 36.5 50.0 W8X10 u 402 4.62 0.3 0.0 36.5 50.0 W8X10 u 403 4.66 0.3 0.0 36.5 50.0 W8X10 u 404 4.66 0.3 0.0 36.5 50.0 W8X10 u 405 4.66 0.3 0.0 36.5 50.0 W8X10 u 406 4.66 0.3 0.0 36.5 50.0 W8X10 u 407 4.62 0.3 0.0 36.5 50.0 W8X10 u 408 4.62 0.3 0.0 36.5 50.0 W8X10 u 409 4.62 0.3 0.0 36.5 50.0 W8X10 u 410 60.00 165.6 0.0 397.5 50.0 W21X44 u 411 44.00 91.1 0.0 277.1 50.0 W18X35 u 412 60.00 163.7 0.0 397.5 50.0 W21X44 u 413 61.00 143.6 0.0 326.7 50.0 W18X40 u 418 7.00 0.0 0.0 36.5 50.0 W8X10 u 419 7.00 0.0 0.0 36.5 50.0 W8X10 u 420 7.00 0.0 0.0 52.1 50.0 W10X12 u 421 7.00 0.0 0.0 52.1 50.0 W10X12 u 422 6.00 0.0 0.0 52.1 50.0 W10X12 u 423 6.00 0.0 0.0 52.1 50.0 W10X12 u 424 6.00 0.0 0.0 36.5 50.0 W8X10 u 425 26.00 39.8 0.0 1016.7 50.0 W27X84 u 426 52.00 140.7 0.0 1016.7 50.0 W27X84 u Studs Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 6/21 =1.25,0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length -i-Mu -Mu Mn Fy Beam Size 428 52.00 125.0 0.0 397.5 50.0 W21X44 u 429 5.50 0.0 -4.9 26.00 59.1 -4.9 138.3 50.0 W14X22 430 5.50 0.0 -4.0 26.00 31.5 -4.0 138.3 50.0 W14X22 u 431 26.00 33.4 0.0 72.5 50.0 W12X14 u 432 26.00 33.4 0.0 72.5 50.0 W12X14 u 434 52.00 121.9 0.0 277.1 50.0 W18X35 u 435 52.00 121.3 0.0 277.1 50.0 W18X35 u 436 44.00 89.9 0.0 277.1 50.0 W18X35 u 437 44.00 89.9 0.0 277.1 50.0 W18X35 u 438 61.00 167.5 0.0 397.5 50.0 W21X44 u 439 61.00 167.5 0.0 397.5 50.0 W21X44 u 440 52.00 121.3 0.0 277.1 50.0 W18X35 u 441 52.00 121.5 0.0 277.1 50.0 W18X35 u 442 52.00 121.4 0.0 277.1 50.0 W18X35 u 443 52.00 121.3 0.0 277.1 50.0 W18X35 u 444 8.67 0.2 0.0 31.8 50.0 W10X12 u 445 8.67 0.2 0.0 31.8 50.0 W10X12 u 446 22.50 23.1 0.0 184.2 50.0 W16X26 u 447 10.00 5.0 0.0 558.3 50.0 W24X55 u 448 8.67 0.2 0.0 31.8 50.0 W10X12 u 449 5.50 0.0 -5.0 26.00 36.2 -5.0 184.2 50.0 W16X26 u 451 26.00 2.6 0.0 24.5 50.0 W14X22 u 452 26.00 2.6 0.0 24.5 50.0 W14X22 u 453 26.00 2.6 0.0 24.5 50.0 W14X22 u 454 16.00 1.0 0.0 48.2 50.0 W14X22 u 455 23.00 51.6 0.0 138.3 50.0 W14X22 u 456 15.00 21.9 0.0 138.3 50.0 W14X22 u loor Type: basket ball course Bm# Length +Mu -Mu Mn Fy Beam Size ft kip-ft kip-ft kip-ft ksi 1 9.00 7.7 0.0 179.1 50.0 W14X22 u 2 14.00 49.8 0.0 186.8 50.0 W14X22 u 3 26.00 525.0 0.0 588.4 50.0 W21X50 u 8 26.00 621.5 0.0 700.0 50.0 W21X50 u 9 40.00 376.3 0.0 484.5 50.0 W18X40 u 10 40.00 376.3 0.0 484.5 50.0 W18X40 u 11 40.00 376.3 0.0 484.5 50.0 W18X40 u 12 40.00 376.3 0.0 583.4 50.0 W18X40 u 13 14.00 40.9 0.0 186.8 50.0 W14X22 u 15 26.00 172.3 0.0 268.7 50.0 W16X26 u 16 26.00 142.3 0.0 371.1 50.0 W18X35 u Studs Studs 4 6 10 22 18 18 18 40 6 10 10 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Page 7/21 10/14/13 13:52:46 1 Building Code: IBC Steel Code: AISC 360-Building Code: IBC Steel Code: AISC 360- Bm# Length +Mu -Mu Mn Fy Beam Size Studs 17 35.00 1266.0 0.0 1462.9 50.0 W27X94 u 23 19 26.00 189.8 0.0 212.5 50.0 W12X19 u 18 20 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 21 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 22 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 23 26.00 728.2 0.0 820.9 50.0 W24X55 u 20 24 26.00 164.5 0.0 186.2 50.0 W12X19 u 12 25 26.00 162.9 0.0 186.2 50.0 W12X19 u 12 26 26.00 162.9 0.0 186.2 50.0 W12X19 u 12 27 26.00 162.9 0.0 228.0 50.0 W12X19 u 22 28 26.00 141.4 0.0 268.7 50.0 W16X26 u 10 29 35.00 1008.4 0.0 1319.3 50.0 W27X84 u 24 30 26.00 166.1 0.0 268.7 50.0 W16X26 u 10 31 26.00 189.2 0.0 212.5 50.0 W12X19 u 18 32 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 33 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 34 26.00 166.0 0.0 186.2 50.0 W12X19 u 12 35 26.00 583.1 0.0 654.9 50.0 W21X50 u 16 36 26.00 164.5 0.0 186.2 50.0 W12X19 u 12 37 26.00 162.9 0.0 186.2 50.0 W12X19 u 12 38 26.00 162.9 0.0 186.2 50.0 W12X19 u 12 39 26.00 162.9 0.0 186.2 50.0 W12X19 u 12 40 26.00 141.4 0.0 268.7 50.0 W16X26 u 10 41 35.00 757.8 0.0 843.6 50.0 W24X55 u 27 42 12.00 35.3 0.0 186.6 50.0 W14X22 u 6 43 12.00 40.2 0.0 72.5 50.0 W12X14 u 44 12.00 35.3 0.0 129.4 50.0 W12X14 u 8 45 12.00 35.3 0.0 129.4 50.0 W12X14 u 8 46 12.00 35.3 0.0 129.4 50.0 W12X14 u 8 47 26.00 440.9 0.0 490.6 50.0 W18X35 u 24 48 12.00 34.9 0.0 129.4 50.0 W12X14 u 8 49 12.00 34.6 0.0 129.4 50.0 W12X14 u 8 50 12.00 34.6 0.0 129.4 50.0 W12X14 u 8 51 12.00 34.6 0.0 72.5 50.0 W12X14 u 52 12.00 30.0 0.0 186.6 50.0 W14X22 u 6 53 35.00 376.4 0.0 485.9 50.0 W18X35 u 30 56 14.00 44.2 0.0 138.3 50.0 W14X22 u 57 14.00 90.9 0.0 138.3 50.0 W14X22 u 59 4.00 3.0 0.0 61.0 50.0 W8X10 u 4 60 15.00 69.6 0.0 138.3 50.0 W14X22 u 61 14.00 43.3 0.0 114.5 50.0 W14X22 u 62 10.00 23.5 0.0 138.3 50.0 W14X22 u 66 8.50 0.0 0.0 36.5 50.0 W8X10 u 67 8.50 0.0 0.0 36.5 50.0 W8X10 u 68 8.50 0.0 0.0 36.5 50.0 W8X10 u RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 8/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size Studs 69 40.00 376.3 0.0 484.5 50.0 W18X40 u 18 70 40.00 376.3 0.0 484.5 50.0 W18X40 u 18 71 40.00 376.3 0.0 484.5 50.0 W18X40 u 18 72 40.00 436.9 0.0 557.9 50.0 W18X40 u 33 73 9.00 0.0 0.0 36.5 50.0 W8X10 u 74 14.00 78.5 0.0 129.6 46.0 HSS 10X6X3/8 u 76 20.00 34.0 0.0 129.6 46.0 HSS 10X6X3/8 u 77 20.00 34.0 0.0 129.6 46.0 HSS 10X6X3/8 u 78 23.00 108.6 0.0 129.6 46.0 HSS 10X6X3/8 u 79 11.00 48.3 0.0 110.4 46.0 HSS 10X6X5/16 u 80 23.00 108.6 0.0 129.6 46.0 HSS 10X6X3/8 u 81 U.OO 42.9 0.0 110.4 46.0 HSS 10X6X5/16 u loor Type: Mezz.+low roof Bm# Length +Mu -Mu Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 3 8.67 0.2 0.0 31.8 50.0 W10X12 u 4 8.67 0.2 0.0 31.8 50.0 W10X12 u 5 8.67 0.2 0.0 31.8 50.0 W10X12 u 6 8.67 0.2 0.0 31.8 50.0 W10X12 u 7 8.67 0.2 0.0 31.8 50.0 W10X12 u 9 52.00 364.2 0.0 481.5 50.0 W24X55 u 10 26.00 50.6 0.0 172.1 46.0 HSS 12X8X5/16 u 11 26.00 85.5 0.0 138.2 50.0 W16X26 u 12 26.00 50.6 0.0 172.1 46.0 HSS 12X8X5/16 u 13 26.00 50.6 0.0 172.1 46.0 HSS12X8X5/16 u 15 12.73 0.3 0.0 17.2 50.0 W10X12 u 16 26.00 63.6 0.0 245.0 50.0 W16X26 u 9 17 26.00 82.1 0.0 133.8 50.0 W12X16 u 8 18 26.00 82.1 0.0 133.8 50.0 W12X16 u 8 19 26.00 57.7 0.0 172.1 46.0 HSS12X8X5/16 u 20 26.00 244.7 0.0 277.2 50.0 W16X26 u 14 21 26.00 57.7 0.0 172.1 46.0 HSS12X8X5/16 u 22 26.00 57.7 0.0 172.1 46.0 HSS12X8X5/16 u 23 26.00 16.3 0.0 172.1 46.0 HSS12X8X5/16 u 29 26.00 71.5 0.0 98.9 50.0 W14X22 u 31 26.00 87.2 0.0 138.2 50.0 W16X26 u 33 26.00 62.0 0.0 120.6 50.0 W12X14 u 8 34 26.00 82.4 0.0 164.3 50.0 W12X19 u 10 35 26.00 82.4 0.0 164.3 50.0 W12X19 u 10 36 26.00 386.2 0.0 476.4 50.0 W21X44 u 13 37 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 45 52.00 658.6 0.0 1300.0 50.0 W30X99 u 47 26.00 316.1 0.0 361.1 50.0 W18X35 u 12 48 26.00 377.9 0.0 425.4 50.0 W18X40 u 14 m Beam Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC =1.25, 0=3) Steel Code: Page 9/21 10/14/13 13:52:46 AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size Studs 50 26.00 106.6 0.0 164.4 50.0 W12X19 u 11 51 26.00 82.4 0.0 164.3 50.0 W12X19 u 10 52 26.00 82.4 0.0 164.3 50.0 W12X19 u 10 53 26.00 244.7 0.0 277.2 50.0 W16X26 u 14 54 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 55 6.00 1.3 0.0 45.3 50.0 W10X12 u 56 9.00 0.0 -42.4 19.50 36.8 -42.4 142.6 50.0 W12X19 u 7 60 6.00 1.3 0.0 45.4 50.0 W10X12 u 61 3.00 0.0 -6.1 28.50 450.7 -6.1 604.6 50.0 W24X55 u 9 62 9.00 0.2 0.0 29.9 50.0 W10X12 u 63 26.00 282.3 0.0 347.1 50.0 W18X35 u 10 66 28.50 112.8 0.0 143.4 50.0 W12X16 u 10 67 28.50 121.4 0.0 143.5 50.0 W12X16 u 10 68 24.00 50.5 0.0 246.5 50.0 W16X26 u 9 69 6.00 0.0 -251.5 22.50 33.3 -251.5 442.2 50.0 W21X48 u 71 22.50 86.3 0.0 133.8 50.0 W12X16 u 8 72 28.00 412.9 0.0 463.2 50.0 W18X40 u 21 74 14.00 29.2 0.0 86.5 50.0 W10X12 u 6 81 26.00 601.9 0.0 737.5 50.0 W24X68 u 82 26.00 329.9 0.0 402.9 50.0 W18X35 u 19 84 26.00 107.8 0.0 388.2 50.0 W18X35 u 14 85 26.00 82.6 0.0 164.3 50.0 W12X19 u 11 86 26.00 82.5 0.0 164.3 50.0 W12X19 u 10 87 26.00 244.7 0.0 277.2 50.0 W16X26 u 14 88 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 91 9.00 31.9 0.0 72.5 50.0 W12X14 u 92 9.00 14.9 0.0 72.5 50.0 W12X14 u 94 5.67 0.0 0.0 36.5 50.0 W8X10 u 95 5.67 0.0 0.0 36.5 50.0 W8X10 u 99 26.00 378.5 0.0 425.5 50.0 W18X35 u 25 100 26.00 289.2 0.0 365.1 50.0 W18X40 u 8 101 26.00 547.7 0.0 783.8 50.0 W24X68 u 8 106 41.00 81.2 0.0 184.2 50.0 W16X26 u 107 26.00 73.3 0.0 98.9 50.0 W14X22 u 109 52.00 940.9 0.0 1179.2 50.0 W30X90 u 110 26.00 226.0 0.0 666.7 50.0 W21X68 u 112 26.00 283.9 0.0 329.9 50.0 W18X35 u 8 113 26.00 223.5 0.0 267.4 50.0 W16X26 u 13 115 12.00 55.7 0.0 111.9 50.0 W12X14 u 6 116 6.00 0.0 0.0 52.1 50.0 W10X12 u 117 6.00 0.0 0.0 52.1 50.0 W10X12 u 118 6.00 0.0 0.0 52.1 50.0 W10X12 u Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 10/21 =1.25,0=3) 10/14/13 13.52:46 Steel Code: AISC 360-10 LRFD Bm# Lengtb +Mu -Mu Mn Fy Beam Size Stl 120 12.00 80.5 0.0 111.9 50.0 W12X14 u 6 121 6.00 0.0 0.0 36.5 50.0 W8X10 u 122 6.00 0.0 0.0 52.1 50.0 W10X12 u 123 6.00 0.0 0.0 52.1 50.0 W10X12 u 124 26.00 87.7 0.0 476.5 50.0 W21X44 u 8 125 12.00 80.3 0.0 111.9 50.0 W12XI4 u 6 127 10.00 12.8 0.0 52.1 50.0 W10X12 u 128 26.00 87.0 0.0 120.0 50.0 W10X12 u 16 129 26.00 87.0 0.0 120.0 50.0 W10X12 u 16 130 26.00 86.4 0.0 114.4 50.0 W10X12 u 14 131 16.00 65.9 0.0 212.7 50.0 W14X22 u 13 132 19.50 43.4 0.0 121.6 50.0 W12X14 u 8 133 19.50 43.6 0.0 121.6 50.0 W12X14 u 9 136 10.00 26.1 0.0 52.1 50.0 W10X12 u 137 26.00 177.7 0.0 230.2 50.0 W14X22 u 18 138 26.00 177.7 0.0 230.2 50.0 W14X22 u 18 139 26.00 178.8 0.0 230.2 50.0 W14X22 u 19 140 19.80 1.2 0.0 33.6 50.0 W12X14 u 144 6.50 0.0 0.0 52.1 50.0 W10X12 u 146 26.00 83.7 0.0 107.8 50.0 W14X22 u 149 16.00 118.4 0.0 137.9 50.0 W12X14 u 12 151 26.00 115.0 0.0 138.3 50.0 W12X14 u 12 152 26.00 191.9 0.0 247.4 50.0 W14X22 u 26 153 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 154 8.00 0.0 0.0 52.1 50.0 W10X12 u 157 8.00 0.0 0.0 52.1 50.0 W10X12 u 160 8.00 0.0 0.0 52.1 50.0 W10X12 u 161 41.00 84.7 0.0 184.2 50.0 W16X26 u 162 26.00 71.5 0.0 98.9 50.0 W14X22 u 164 38.00 235.9 0.0 326.7 50.0 W18X40 u 165 26.00 426.1 0.0 485.5 50.0 W21X55 u 166 16.00 141.9 0.0 158.7 50.0 W12X14 u 20 168 26.00 115.0 0.0 138.3 50.0 W12X14 u 12 169 26.00 192.3 0.0 245.3 50.0 W16X26 u 8 170 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 171 8.00 0.0 0.0 52.1 50.0 W10X12 u 174 8.00 0.0 0.0 52.1 50.0 W10X12 u 177 8.00 0.0 0.0 52.1 50.0 W10X12 u 179 26.00 332.6 0.0 397.5 50.0 W21X44 u 181 12.00 40.1 0.0 184.2 50.0 W16X26 u 182 16.00 141.9 0.0 158.7 50.0 W12X14 u 20 184 26.00 115.0 0.0 138.3 50.0 W12X14 u 12 185 26.00 192.3 0.0 245.3 50.0 W16X26 u 8 186 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 189 8.00 0.0 0.0 52.1 50.0 W10X12 u RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 11/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size stl 190 15.00 247.1 0.0 277.1 50.0 W18X35 u 197 40.00 91.8 0.0 277.1 50.0 W18X35 u 200 40.00 713.1 0.0 1575.0 50.0 W30X116 u 201 8.00 0.0 0.0 52.1 50.0 W10X12 u 202 8.00 0.0 0.0 52.1 50.0 W10X12 u 212 26.00 72.8 0.0 138.5 50.0 W16X26 u 213 U.OO 8.1 0.0 102.9 50.0 W12X19 u 214 U.OO 8.3 0.0 102.9 50.0 W12X19 u 215 U.OO 13.8 0.0 1166.7 50.0 W24X103 u 216 16.00 131.1 0.0 154.0 50.0 W12X14 u 18 217 26.00 242.8 0.0 287.5 50.0 W16X31 u 8 219 26.00 172.9 0.0 224.2 50.0 W14X22 u 16 220 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 221 6.00 0.0 0.0 52.1 50.0 W10X12 u 224 6.00 0.0 0.0 52.1 50.0 W10X12 u 228 26.00 41.1 0.0 102.9 50.0 W12X19 u 229 26.00 40.5 0.0 102.9 50.0 W12X19 u 230 26.00 40.4 0.0 102.9 50.0 W12X19 u 231 26.00 123.1 0.0 218.3 50.0 W18X35 u 232 26.00 40.3 0.0 102.9 50.0 W12X19 u 233 26.00 40.4 0.0 102.9 50.0 W12X19 u 234 26.00 41.0 0.0 102.9 50.0 W12X19 u 235 26.00 171.9 0.0 470.6 50.0 W24X55 u 237 26.00 94.7 0.0 277.1 50.0 W18X35 u 238 26.00 115.1 0.0 277.1 50.0 W18X35 u 241 26.00 242.3 0.0 297.0 50.0 W16X26 u 20 242 26.00 77.7 0.0 164.2 50.0 W12X19 u 10 243 26.00 77.7 0.0 164.2 50.0 W12X19 u 10 244 26.00 170.9 0.0 232.8 50.0 W14X22 u 35 246 18.50 133.2 0.0 205.1 50.0 W14X22 u 10 247 9.25 0.2 0.0 28.5 50.0 W10X12 u 248 9.25 0.2 0.0 28.5 50.0 W10X12 u 249 9.25 0.2 0.0 28.5 50.0 W10X12 u 251 18.50 96.7 0.0 193.7 50.0 W14X22 u 8 252 18.50 21.9 0.0 66.2 50.0 W8X10 u 7 253 18.50 85.6 0.0 155.3 50.0 W12X19 u 8 254 9.25 0.2 0.0 28.5 50.0 W10X12 u 255 9.25 0.2 0.0 28.5 50.0 W10X12 u 256 26.00 272.0 0.0 306.5 50.0 W16X26 u 22 257 18.50 161.4 0.0 205.1 50.0 W14X22 u 10 259 8.00 14.2 0.0 72.5 50.0 W12X14 u 260 8.67 0.2 0.0 31.8 50.0 W10X12 u 261 8.67 0.3 0.0 112.1 50.0 W14X22 u 262 10.00 19.8 0.0 72.5 50.0 W12X14 u 263 26.00 130.4 0.0 204.4 50.0 W14X22 u 10 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 12/21 =1.25,0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size Studs 264 18.00 64.0 0.0 121.5 50.0 W12X14 u 8 265 26.00 129.5 0.0 204.4 50.0 W14X22 u 10 266 6.00 7.1 0.0 72.5 50.0 W12X14 u 267 8.67 0.2 0.0 31.8 50.0 W10X12 u 268 8.67 0.3 0.0 112.1 50.0 W14X22 u 269 10.00 40.1 0.0 72.5 50.0 W12X14 u 270 26.00 272.0 0.0 306.5 50.0 W16X26 u 22 271 26.00 316.5 0.0 360.3 50.0 W18X35 u 12 272 26.00 272.3 0.0 306.5 50.0 W16X26 u 23 273 10.61 0.2 0.0 22.8 50.0 W10X12 u 275 26.00 54.7 0.0 72.5 50.0 W12X14 u 277 26.00 41.0 0.0 102.9 50.0 W12X19 u 278 26.00 40.4 0.0 102.9 50.0 W12X19 u 279 26.00 40.4 0.0 102.9 50.0 W12X19 u 280 26.00 97.8 0.0 137.3 50.0 W16X26 u 281 26.00 40.4 0.0 102.9 50.0 W12X19 u 282 26.00 40.4 0.0 102.9 50.0 W12X19 u 283 26.00 40.4 0.0 102.9 50.0 W12X19 u 284 26.00 191.3 0.0 469.3 50.0 W24X55 u 285 26.00 80.0 0.0 102.9 50.0 W12X19 u 286 26.00 41.8 0.0 184.2 50.0 W16X26 u 287 26.00 42.5 0.0 184.2 50.0 W16X26 u 289 16.00 133.5 0.0 204.7 50.0 W14X22 u 10 291 26.00 107.0 0.0 164.2 50.0 W12X19 u 12 292 26.00 167.8 0.0 217.3 50.0 W16X26 u 8 293 26.00 50.6 0.0 172.1 46.0 HSS 12X8X5/16 u 294 8.00 0.0 0.0 52.1 50.0 W10X12 u 295 8.67 0.2 0.0 31.8 50.0 W10X12 u 296 8.00 0.0 0.0 52.1 50.0 W10X12 u 297 8.67 0.2 0.0 31.8 50.0 W10X12 u 298 8.00 0.0 0.0 52.1 50.0 W10X12 u 300 26.00 53.6 0.0 97.5 50.0 W16X26 u 302 26.00 26.3 0.0 277.1 50.0 W18X35 u 304 26.00 25.9 0.0 277.1 50.0 W18X35 u 305 26.00 75.4 0.0 137.3 50.0 W16X26 u 309 26.00 78.0 0.0 218.3 50.0 W18X35 u 313 26.00 366.3 0.0 558.3 50.0 W24X55 u 314 16.00 144.3 0.0 184.2 50.0 W16X26 u 315 26.00 261.3 0.0 293.8 50.0 W16X26 • u 18 316 26.00 117.8 0.0 164.2 50.0 W12X19 u 11 317 26.00 192.7 0.0 259.1 50.0 W16X31 u 8 318 26.00 50.6 0.0 172.1 46.0 HSS 12X8X5/16 u 319 14.14 0.6 0.0 49.1 50.0 W10X12 u 323 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u 324 26.00 16.3 0.0 172.1 46.0 HSS 12X8X5/16 u f I I I RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 13/21 12 atPCR-26-SMF-conc (i-1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size 326 24.00 13.9 0.0 172.1 46.0 HSS 12X8X5/16 u 327 21.50 U.l 0.0 172.1 46.0 HSS 12X8X5/16 u 328 22.50 12.2 0.0 172.1 46.0 HSS12X8X5/16 u 330 26.00 170.1 0.0 501.0 50.0 W18X60 u 331 12.00 8.7 0.0 52.1 50.0 W10X12 u 332 12.00 8.7 0.0 52.1 50.0 W10X12 u 334 14.00 39.1 0.0 138.3 50.0 W14X22 u 336 14.00 41.5 0.0 138.3 50.0 W14X22 u 337 10.40 17.4 0.0 138.3 50.0 W14X22 u 338 4.00 0.6 0.0 52.1 50.0 W10X12 u 339 26.00 271.6 0.0 326.7 50.0 W18X40 u 340 12.00 8.7 0.0 52.1 50.0 W10X12 u 341 12.00 8.7 0.0 52.1 50.0 W10X12 u 342 14.00 42.9 0.0 138.3 50.0 W14X22 u 343 26.00 82.0 0.0 277.1 50.0 W18X35 u 344 26.00 265.4 0.0 558.3 50.0 W24X55 u 348 26.00 85.1 0.0 184.2 50.0 W16X26 u 349 26.00 83.1 0.0 277.1 50.0 W18X35 u 350 26.00 79.4 0.0 277.1 50.0 W18X35 u 352 26.00 67.4 0.0 277.1 50.0 W18X35 u 353 26.00 88.9 0.0 558.3 50.0 W24X55 u 356 41.00 75.2 0.0 184.2 50.0 W16X26 u 357 41.00 76.7 0.0 184.2 50.0 W16X26 u 359 26.00 98.9 0.0 184.2 50.0 W16X26 u 361 15.00 10.1 0.0 72.5 50.0 W12X14 u 362 15.00 10.2 0.0 72.5 50.0 W12X14 u 367 26.00 98.4 0.0 138.3 50.0 W14X22 u 369 8.00 2.6 0.0 27.3 50.0 W8X10 u 370 8.00 2.5 0.0 27.5 50.0 W8X10 u 375 12.00 17.1 0.0 52.1 50.0 W10X12 u 376 14.00 73.3 0.0 138.3 50.0 W14X22 u 377 5.00 0.0 0.0 52.1 50.0 W10X12 u 378 9.25 0.2 0.0 28.5 50.0 W10X12 u 381 26.00 36.5 0.0 102.9 50.0 W12X19 u 382 6.00 0.0 0.0 52.1 50.0 W10X12 u 383 6.00 0.0 0.0 52.1 50.0 W10X12 u 388 9.00 0.2 0.0 29.9 50.0 W10X12 u 389 9.00 0.2 0.0 29.9 50.0 W10X12 u 390 9.00 0.2 0.0 29.9 50.0 W10X12 u 391 8.67 0.2 0.0 31.8 50.0 W10X12 u 392 8.67 0.2 0.0 31.8 50.0 W10X12 u 393 8.67 0.2 0.0 31.8 50.0 W10X12 u 394 8.67 1.1 0.0 36.5 50.0 W8X10 u 395 8.67 1.0 0.0 36.5 50.0 W8X10 u 396 8.67 1.0 0.0 36.5 50.0 W8X10 u studs fl RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 14/21 12 atPCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length +Mu -Mu Mn Fy Beam Size 397 8.67 1.1 0.0 36.5 50.0 W8X10 u 398 8.67 1.0 0.0 36.5 50.0 W8X10 u 399 8.67 1.1 0.0 36.5 50.0 W8X10 u 406 4.00 0.4 0.0 36.5 50.0 W8X10 u 407 4.00 0.4 0.0 36.5 50.0 W8X10 u 408 4.00 0.4 0.0 36.5 50.0 W8X10 u 409 4.00 0.4 0.0 36.5 50.0 W8X10 u 410 4.00 0.4 0.0 36.5 50.0 W8X10 u 411 4.00 0.4 0.0 36.5 50.0 W8X10 u 412 8.78 2.8 0.0 36.5 50.0 W8X10 u 415 4.62 0.3 0.0 36.5 50.0 W8X10 u 416 4.62 0.3 0.0 36.5 50.0 W8X10 u 417 4.62 0.3 0.0 36.5 50.0 W8X10 u 418 26.00 33.7 0.0 72.5 50.0 W12X14 u 419 41.00 78.3 0.0 184.2 50.0 W16X26 u 420 26.00 36.1 0.0 102.9 50.0 W12X19 u 422 14.00 32.7 0.0 138.3 50.0 W14X22 u 423 6.00 0.3 0.0 184.2 50.0 W16X26 u 424 9.00 0.6 0.0 152.2 50.0 W16X26 u 425 8.67 0.5 0.0 156.0 50.0 W16X26 u 426 8.67 0.5 0.0 156.0 50.0 W16X26 u 427 8.67 0.5 0.0 156.0 50.0 W16X26 u 443 10.00 2.4 0.0 172.1 46.0 HSS 12X8X5/16 u 444 8.50 0.0 -14.2 17.50 31.4 -14.2 277.1 50.0 W18X35 u 445 6.00 1.5 0.0 52.1 50.0 W10X12 u 446 40.00 93.3 0.0 277.1 50.0 W18X35 u 447 40.00 608.8 0.0 1158.3 50.0 W27X94 u 448 40.00 91.9 0.0 277.1 50.0 W18X35 u 449 40.00 91.9 0.0 277.1 50.0 W18X35 u 452 40.00 92.1 0.0 277.1 50.0 W18X35 u 453 40.00 91.9 0.0 277.1 50.0 W18X35 u 454 7.60 0.1 0.0 50.3 50.0 W12X14 u 455 7.60 0.1 0.0 50.3 50.0 W12X14 u 456 30.40 246.4 0.0 442.2 50.0 W21X48 u 457 U.OO 26.4 0.0 138.3 50.0 W14X22 u 458 15.00 10.0 0.0 72.5 50.0 W12X14 u 459 26.00 71.5 0.0 184.2 50.0 W16X26 u 460 14.00 1.9 0.0 52.1 50.0 W10X12 u 462 U.OO 26.8 0.0 138.3 50.0 W14X22 u 463 26.00 519.1 0.0 585.9 50.0 W21X50 u 464 9.00 0.0 -139.9 12.00 18.1 -139.9 277.1 50.0 W18X35 u 465 3.00 0.0 -13.7 6.00 0.0 -13.7 72.5 50.0 W12X14 u Studs 19 I I I ll i \ I I 1 I RAM Steel V 14.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 15/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD I I I I I I I I I Bm# 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 484 485 486 487 488 489 490 491 492 Length 28.50 6.00 26.00 6.00 22.50 16.00 8.00 4.00 9.00 5.50 26.00 26.00 8.00 10.00 18.50 5.33 22.50 6.00 6.00 6.00 3.00 14.00 6.00 26.00 26.00 26.00 26.00 +Mu 219.7 13.1 276.9 0.0 103.5 76.7 6.5 2.8 0.2 6.7 77.7 77.7 8.3 8.6 29.4 0.0 85.4 6.1 6.1 3.7 0.0 93.0 1.0 83.5 94.2 88.4 88.4 -Mu 0.0 0.0 0.0 -259.7 -259.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -58.0 -58.0 0.0 0.0 0.0 0.0 0.0 Mn 287.1 60.7 530.6 397.5 195.2 85.7 75.7 29.9 167.0 164.2 164.2 99.9 76.3 86.1 72.5 133.8 76.2 76.2 52.1 184.2 60.7 184.2 184.2 184.2 184.2 Fy 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Floor Type: Raised Fl Beam Size W16X26 u W12X14 u W21X44 u W21X44 u W12X26 u W10X12 u W10X12 u W10X12 u W14X22 u W12X19 u W12X19 u W12X14 u W10X12 u W10X12 u W12X14 u W12X16 u W10X12 u W10X12 u W10X12 u W16X26 u W12X14 u W16X26 u W16X26 u W16X26 u W16X26 u Studs 19 19 8 6 4 4 10 10 4 4 6 8 4 4 1# Length +Mu -Mu Mn Fy Beam Size Stl ft kip-ft kip-ft kip-ft ksi 3 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 4 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 5 26.00 376.1 0.0 764.6 50.0 W21X68 u 15 6 26.00 224.8 0.0 270.7 50.0 W16X26 u 12 7 26.00 279.6 0.0 317.5 50.0 W16X26 u 24 8 26.00 212.5 0.0 325.7 50.0 W16X31 u 14 9 26.00 130.0 0.0 257.9 50.0 W16X26 u 10 12 29.00 192.4 0.0 280.2 46.0 HSS 18X6X5/16 u 14 9.50 33.9 0.0 138.3 50.0 W14X22 u 31 26.00 402.2 0.0 454.7 50.0 W21X50 u 32 26.00 69.3 -44.3 244.3 50.0 W14X22 u 28 33 26.00 138.1 0.0 164.5 50.0 W12X19 u 10 34 26.00 391.0 0.0 470.5 50.0 W18X35 u 37 35 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r =1.25,0=3) Page 16/21 10/14/13 13:52:46 Building Code: IBC Steel Code: AISC 360- Bm# Length -l-Mu -Mu Mn Fy Beam Size Studs 36 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 37 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 38 26.00 310.8 0.0 433.4 50.0 W18X35 u 26 39 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 40 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 41 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 42 26.00 787.0 0.0 882.3 50.0 W24X55 u 44 43 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 44 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 45 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 46 26.00 599.8 0.0 726.9 50.0 W24X55 u 24 47 26.00 225.3 0.0 325.7 50.0 W16X31 u 14 48 26.00 280.1 0.0 325.7 50.0 W16X31 u 14 49 26.00 215.8 0.0 325.7 50.0 W16X31 u 15 50 26.00 414.1 0.0 744.7 50.0 W24X62 u 17 52 23.00 118.5 0.0 527.5 50.0 W21X44 u 14 53 23.00 90.6 0.0 245.4 50.0 W16X26 u 8 54 26.00 477.7 0.0 1016.7 50.0 W27X84 u 56 26.00 161.9 0.0 193.1 50.0 W12X19 u 18 57 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 58 26.00 434.1 0.0 545.3 50.0 W18X46 u 22 59 26.00 859.8 0.0 975.7 50.0 W24X68 u 72 60 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 61 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 62 26.00 433.5 0.0 523.0 50.0 W18X40 u 32 63 26.00 613.6 0.0 712.7 50.0 W24X55 u 32 64 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 65 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 66 26.00 433.5 0.0 523.0 50.0 W18X40 u 32 67 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 68 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 69 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 70 26.00 602.9 0.0 756.0 50.0 W21X62 u 24 71 26.00 225.3 0.0 325.7 50.0 W16X31 u 14 72 26.00 280.1 0.0 325.7 50.0 W16X31 u 14 73 26.00 217.7 0.0 325.7 50.0 W16X31 u 15 74 26.00 132.3 0.0 245.3 50.0 W16X26 u 8 75 16.00 176.3 0.0 196.2 50.0 W12X19 u 20 76 26.00 151.4 0.0 543.0 50.0 W21X44 u 16 77 26.00 115.8 0.0 257.9 50.0 W16X26 u 10 78 8.67 0.2 0.0 31.8 50.0 W10X12 u 79 8.67 0.2 0.0 31.8 50.0 W10X12 u 80 8.67 0.2 0.0 31.8 50.0 W10X12 u 81 26.00 350.3 0.0 475.3 50.0 W18X35 u 39 83 16.00 60.7 0.0 86.7 50.0 W10X12 u 6 RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC Beam Summarv Page 17/21 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length -^Mu -Mu Mn Fy Beam Size Studs 84 16.00 60.7 0.0 86.7 50.0 W10X12 u 6 85 26.00 350.4 0.0 488.2 50.0 W18X40 u 22 86 16.00 60.8 0.0 72.5 50.0 W12X14 u 87 16.00 60.7 0.0 86.7 50.0 W10X12 u 6 88 16.00 60.7 0.0 86.7 50.0 W10X12 u 6 89 26.00 566.3 0.0 636.9 50.0 W21X50 u 20 90 26.00 975.2 0.0 1092.9 50.0 W24X76 u 42 91 26.00 187.6 0.0 270.7 50.0 W16X26 u 13 92 26.00 198.4 0.0 270.7 50.0 W16X26 u 13 93 26.00 173.1 0.0 241.8 50.0 W14X22 u 25 94 26.00 452.7 0.0 517.7 50.0 W18X40 u 45 95 26.00 151.8 0.0 553.1 50.0 W21X44 u 22 96 26.00 138.1 0.0 164.5 50.0 W12X19 u 10 97 26.00 161.1 0.0 187.3 50.0 W12X19 u 16 98 26.00 603.8 0.0 756.0 50.0 W21X62 u 24 99 26.00 224.8 0.0 270.7 50.0 W16X26 u 12 100 26.00 280.2 0.0 322.8 50.0 W16X26 u 26 101 26.00 220.3 0.0 325.7 50.0 W16X31 u 14 102 26.00 133.8 0.0 245.3 50.0 W16X26 u 8 103 16.00 186.6 0.0 214.1 50.0 W14X22 u 12 104 26.00 150.4 0.0 400.5 50.0 W18X35 u 16 105 26.00 116.8 0.0 360.3 50.0 W18X35 u 10 106 9.00 12.6 0.0 76.8 50.0 W10X12 u 4 107 26.00 180.3 0.0 270.7 50.0 W16X26 u 13 108 26.00 184.2 0.0 270.7 50.0 W16X26 u 13 109 6.50 3.2 0.0 76.8 50.0 W10X12 u 4 110 6.50 3.2 0.0 76.8 50.0 W10X12 u 4 111 6.50 3.2 0.0 76.8 50.0 W10X12 u 4 112 9.00 12.7 0.0 172.6 50.0 W12X19 u 22 113 26.00 669.3 0.0 756.0 50.0 W21X62 u 16 114 26.00 101.7 0.0 230.7 50.0 W12X30 u 9 115 26.00 219.4 0.0 270.7 50.0 W16X26 u 13 116 26.00 280.2 0.0 322.8 50.0 W16X26 u 26 118 26.00 224.8 0.0 270.7 50.0 W16X26 u 12 119 26.00 162.7 0.0 400.5 50.0 W18X35 u 16 120 26.00 162.7 0.0 400.5 50.0 W18X35 u ON 122 26.00 602.0 0.0 672.4 50.0 W21X44 u 51 124 26.00 832.2 0.0 1016.7 50.0 W27X84 u 125 6.50 0.0 0.0 52.1 50.0 W10X12 u 126 6.50 0.0 0.0 52.1 50.0 W10X12 u 127 6.50 0.0 0.0 52.1 50.0 W10X12 u 128 26.00 90.2 0.0 288.0 50.0 W16X31 u 9 129 26.00 832.6 0.0 1016.7 50.0 W27X84 u 130 16.00 185.9 0.0 214.1 50.0 W14X22 u 12 132 26.00 150.3 0.0 400.5 50.0 W18X35 u 16 m Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Page 18/21 10/14/13 13:52:46 Building Code: IBC Steel Code: AISC 360- Bm# Length +Mu -Mu Mn Fy Beam Size Studs 133 26.00 117.3 0.0 412.2 50.0 W18X40 u 10 134 26.00 121.6 0.0 204.4 50.0 W14X22 u 10 135 26.00 122.2 0.0 204.4 50.0 W14X22 u 10 136 26.00 121.6 0.0 204.4 50.0 W14X22 u 10 137 26.00 116.5 0.0 204.4 50.0 W14X22 u 10 138 26.00 116.5 0.0 204.4 50.0 W14X22 u 10 139 26.00 116.5 0.0 204.4 50.0 W14X22 u 10 140 26.00 111.2 0.0 204.4 50.0 W14X22 u 10 141 26.00 111.2 0.0 204.4 50.0 W14X22 u 10 142 26.00 111.2 0.0 204.4 50.0 W14X22 u 10 143 26.00 603.0 0.0 756.0 50.0 W21X62 u 24 144 26.00 100.1 0.0 230.7 50.0 W12X30 u 9 145 26.00 215.9 0.0 270.7 50.0 W16X26 u 13 146 26.00 280.3 0.0 322.8 50.0 W16X26 u 26 147 26.00 875.0 0.0 978.1 50.0 W24X68 u 35 149 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 150 26.00 106.1 0.0 301.1 50.0 W16X31 u 10 151 26.00 78.5 0.0 345.6 50.0 W18X35 u 8 152 26.00 78.5 0.0 345.6 50.0 W18X35 u 8 153 26.00 78.5 0.0 345.6 50.0 W18X35 u 8 154 16.00 185.0 0.0 214.1 50.0 W14X22 u 12 155 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 156 26.00 117.7 0.0 494.1 50.0 W21X44 u 10 157 8.67 0.0 0.0 36.5 50.0 W8X10 u 158 8.67 0.0 0.0 36.5 50.0 W8X10 u 159 8.67 0.0 0.0 36.5 50.0 W8X10 u 160 26.00 601.7 0.0 756.0 50.0 W21X62 u 24 161 26.00 98.4 0.0 230.7 50.0 W12X30 u 9 162 26.00 213.1 0.0 270.7 50.0 W16X26 u 13 163 26.00 280.3 0.0 322.8 50.0 W16X26 u 26 164 16.00 183.9 0.0 205.4 50.0 W12X19 u 24 166 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 167 26.00 106.1 0.0 301.1 50.0 W16X31 u 10 168 16.00 184.0 0.0 204.7 50.0 W14X22 u 10 169 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 170 26.00 117.7 0.0 494.1 50.0 W21X44 u 10 171 8.67 0.0 0.0 36.5 50.0 W8X10 u 172 8.67 0.0 0.0 36.5 50.0 W8X10 u 173 8.67 0.0 0.0 36.5 50.0 W8X10 u 174 26.00 599.3 0.0 756.0 50.0 W21X62 u 24 175 26.00 95.9 0.0 230.7 50.0 W12X30 u 8 176 26.00 208.8 0.0 270.7 50.0 W16X26 u 12 177 26.00 280.3 0.0 322.8 50.0 W16X26 u 26 178 16.00 183.9 0.0 205.4 50.0 W12X19 u 24 180 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Page 19/21 10/14/13 13:52:46 Building Code: IBC Steel Code: AISC 360-Building Code: IBC Steel Code: AISC 360- Bm# Length +Mu -Mu Mn Fy Beam Size Studs 181 26.00 106.1 0.0 301.1 50.0 W16X31 u 10 182 16.00 184.0 0.0 204.7 50.0 W14X22 u 10 183 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 184 8.67 0.0 0.0 36.5 50.0 W8X10 u 185 8.67 0.0 0.0 36.5 50.0 W8X10 u 186 8.67 0.0 0.0 36.5 50.0 W8X10 u 187 26.00 459.8 0.0 668.7 50.0 W24X55 u 13 188 26.00 853.3 0.0 950.4 50.0 W24X68 u 30 189 26.00 104.8 0.0 301.1 50.0 W16X31 u 10 190 26.00 151.9 0.0 173.3 50.0 W12X19 u 12 191 26.00 153.9 0.0 222.6 50.0 W14X22 u 14 192 26.00 218.6 0.0 314.6 50.0 W16X31 u 13 193 26.00 151.6 0.0 236.1 50.0 W14X22 u 18 194 26.00 145.3 0.0 270.7 50.0 W16X26 u 12 195 26.00 144.8 0.0 222.6 50.0 W14X22 u 14 196 26.00 486.2 0.0 747.2 50.0 W24X62 u 15 197 26.00 145.3 0.0 270.7 50.0 W16X26 u 12 198 26.00 144.8 0.0 222.6 50.0 W14X22 u 14 199 26.00 144.8 0.0 222.6 50.0 W14X22 u 14 200 26.00 217.1 0.0 320.4 50.0 W16X26 u 30 201 26.00 144.5 0.0 180.9 50.0 W12X19 u 14 202 26.00 144.0 0.0 161.4 50.0 W12X14 u 20 203 26.00 144.5 0.0 180.9 50.0 W12X19 u 14 204 16.00 184.2 0.0 214.1 50.0 W14X22 u 12 206 26.00 149.1 0.0 204.4 50.0 W14X22 u 10 207 26.00 117.7 0.0 494.1 50.0 W21X44 u 10 209 26.00 107.6 0.0 301.1 50.0 W16X31 u 11 210 26.00 151.9 0.0 173.3 50.0 W12X19 u 12 211 26.00 152.2 0.0 325.7 50.0 W16X31 u 15 213 26.00 510.2 0.0 568.0 50.0 W21X44 u 39 214 26.00 158.5 0.0 187.3 50.0 W12X19 u 17 215 26.00 158.5 0.0 187.3 50.0 W12X19 u 17 217 26.00 647.8 0.0 730.2 50.0 W24X55 u 32 218 26.00 158.5 0.0 187.3 50.0 W12X19 u 17 219 26.00 159.2 0.0 270.7 50.0 W16X26 u 13 220 26.00 406.3 0.0 484.5 50.0 W18X35 u 42 221 26.00 646.9 0.0 730.2 50.0 W24X55 u 32 222 26.00 159.2 0.0 270.7 50.0 W16X26 u 13 223 26.00 159.2 0.0 270.7 50.0 W16X26 u 13 224 16.00 184.4 0.0 214.1 50.0 W14X22 u 12 226 26.00 149.1 0.0 204.4 50.0 W14X22 u 10 227 26.00 117.7 0.0 494.1 50.0 W21X44 u 10 228 26.00 892.0 0.0 1003.9 50.0 W24X76 u 21 230 26.00 137.0 0.0 164.2 50.0 W12X19 u 11 231 26.00 69.3 0.0 258.0 50.0 W16X31 u 8 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 20/21 =1.25,0=3) 10/14/13 13:52:46 Steel Code: AISC 360-10 LRFD Bm# Length -i^Mu -Mu Mn Fy Beam Size Studs 232 26.00 230.6 0.0 314.6 50.0 W16X31 u 12 233 26.00 528.6 0.0 846.9 50.0 W24X68 u 15 234 26.00 232.0 0.0 375.8 50.0 W18X35 u 12 235 16.00 184.2 0.0 214.1 50.0 W14X22 u 12 236 26.00 148.8 0.0 173.3 50.0 W12X19 u 12 237 8.67 0.2 0.0 31.8 50.0 W10X12 u 238 8.67 0.2 0.0 31.8 50.0 W10X12 u 239 8.67 0.2 0.0 31.8 50.0 W10X12 u 240 16.00 171.7 0.0 225.0 50.0 W16X31 u 241 26.00 104.2 0.0 171.7 50.0 W12X19 u 13 242 26.00 147.8 0.0 173.0 50.0 W12X19 u 13 243 26.00 100.0 0.0 271.6 50.0 W16X31 u 8 244 16.00 184.2 0.0 214.1 50.0 W14X22 u 12 245 26.00 149.1 0.0 204.4 50.0 W14X22 u 10 246 26.00 115.2 0.0 494.1 50.0 W21X44 u 11 248 16.00 106.0 0.0 123.2 50.0 W12X16 u 6 249 14.14 0.6 0.0 64.7 50.0 W12X14 u 250 5.00 0.0 0.0 52.1 50.0 W10X12 u 252 16.00 65.4 0.0 138.3 50.0 W14X22 u 253 8.00 3.6 0.0 118.1 50.0 W14X22 u 254 16.00 14.4 0.0 48.2 50.0 W14X22 u 255 16.00 76.1 0.0 98.6 50.0 W12X26 u 256 16.00 76.2 0.0 98.6 50.0 W12X26 u 276 26.00 166.2 0.0 219.7 46.0 HSS 14X6X3/8 u 277 26.00 164.4 0.0 245.3 50.0 W16X26 u 8 278 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 279 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 280 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 281 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 282 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 283 26.00 177.3 0.0 270.7 50.0 W16X26 u 12 284 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 285 26.00 164.3 0.0 245.3 50.0 W16X26 u 8 286 26.00 339.3 0.0 397.5 50.0 W21X44 287 26.00 183.8 0.0 266.7 50.0 W16X36 u 288 8.00 0.0 0.0 36.5 50.0 W8X10 u 289 18.00 83.2 0.0 231.4 50.0 W16X26 u 6 290 18.00 47.1 0.0 192.2 50.0 W14X22 u 11 292 5.00 0.0 -12.5 4.50 0.0 -12.5 138.3 50.0 W14X22 u 294 26.00 220.0 0.0 244.9 50.0 W16X26 u 8 295 6.50 0.0 -52.5 4.67 0.0 -52.5 138.3 50.0 W14X22 u 297 4.00 1.7 0.0 166.8 50.0 W14X22 u 4 298 13.00 22.9 0.0 180.3 50.0 W14X22 u 7 Beam Summary RAM Steel V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Page 21/21 10/14/13 13:52:46 Building Code: IBC Steel Code: AISC 360- Bm# Length +Mu -Mu Mn Fy Beam Size Studs 299 26.00 142.4 0.0 245.3 50.0 W16X26 u 11 300 16.50 78.3 0.0 231.3 50.0 W16X26 u 8 301 16.50 88.7 0.0 231.3 50.0 W16X26 u 7 302 24.00 132.8 0.0 161.5 50.0 W12X14 u 26 304 22.00 53.9 0.0 94.9 50.0 W10X12 u 8 305 21.00 63.9 0.0 106.2 50.0 W10X12 u 12 306 7.00 9.8 0.0 76.3 50.0 W10X12 u 4 307 7.00 9.8 0.0 76.3 50.0 W10X12 u 4 308 16.50 59.7 0.0 121.4 50.0 W12X14 u 8 309 16.50 59.7 0.0 121.4 50.0 W12X14 u 8 310 9.00 15.5 0.0 85.9 50.0 W10X12 u 6 311 9.00 15.5 0.0 85.9 50.0 W10X12 u 6 312 16.00 39.7 0.0 180.5 50.0 W14X22 u 6 313 7.33 9.9 0.0 72.5 50.0 W12X14 u 314 8.00 6.7 0.0 72.5 50.0 W12X14 u 315 8.00 0.0 0.0 52.1 50.0 W10X12 u 316 18.00 24.2 0.0 72.5 50.0 W12X14 u 317 10.00 8.4 0.0 72.5 50.0 W12X14 u * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. RAM Frame V14.04 - AISC 3 41-05 LRFD DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc {r=1.25, 0=3) 10/14/13 18:25:42 ^1/16>A/ -frA^« •^*^»^'^*'" RAM Frame V14.04 - AISC 341-05 LRFD DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc {r=1.25, 0=3) Plan View Story: Roof Cocie Check - Seismic Provisions No Checks Performed Detailing Info Only OK Adcil. Check Req'd Failed 10/14/13 18:30:36 25 93 55 205 y 24 • ( oo 2Z 21 27 106 33 126 45 53 52 51 59 220 65 CM 72 13 52 17 26 103 31 41 50 1,89 58 49 187 57 69 40 48, 186 56 RAM Frame V14.04 - AISC 341-05 LRFD DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 18:30:36 Plan View Story: Raise course Code check - Seismic Provisions No Checks Performed Detailing Info Only OK Addl. Check Req'd Failed "P^'V"'^ ?,5 IJf 57 §f 24 56 23 55 22 54 ^ 21 27 32 45 53 63 71 80 52 62 13 17 26 30 40 51 61 75 39 74 49 18 59 RAM Frame V14.04 - AISC 341-05 LRFD DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) Plan View Story: Mezz-fLow roof Code Check - Seismic Provisions No Checks Performed Detailing Info Only OK Addl. Check Req'd Failed 10/14/13 18:30:36 40 126 48 79 258 90 39 78 38 77 37 76 104 46 1.50, 53 167,,, , 5f ; ,183 67,, 75 87 290 95 103 74 239 86 288 94 101 19 46 26 35 34 45 148 51 17 43 25 79 . 33 64 63 62 73 236 85 1gB 100 65 2.04, 71 226 RAM Frame V14.04 - AISC 341-05 LRFD DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc {r=1.25, 0=3) 10/14/13 18:34:20 Plan View Story: Raise up fl Code Check - Seismic Provisions No Checks Performed Detailing Info Only OK Addl. Check Req'd Failed 155, J.57 140 141 sa. -55 142 115- 143 J123 55 103 CO rNi; 54 102 ra "»— 53 <N' rNii 130 52 61 148 72 165 80 179 90 OOi O' cs. 100 110 229 120 N- CS 129 99 109 119 127 30 55 39 50 59 69 86 98 108 1g5 126 49 85 ^ 1Q7 1J7 125 84 28 38 48 87 96 106 1^6 124 Code Cheek Summarv RAM Frame v14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD 1.00 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: Ground Level: 1 ST CONC FL Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft) Merge Node Tolerance (in): 0.0100 Geometry Tolerance (in): 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. LOAD COMBINATION CRITERIA: Live Load factor fl (0.5 or 1.0) Sds (for Ev) RhoX RhoY 4.00 0.500 0.823 1.250 1.250 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E3 Eq EQ IBC09 X -fE F E4 Eq EQ IBC09 X -E F E5 Eq EQ IBC09 Y +E F E6 Eq EQ IBC09 Y -E F LOAD COMBINATIONS: IBC09/ASCE7.05 LRFD 1 * 1.400 D 2 * 1.200 D+ 1.600 Lp 3 * 1.365 D +0.500 Lp+ 1.250 E3 4 * 1.365 D +0.500 Lp+ 1.250 E4 5 * 1.365 D +0.500 Lp+ 1.250 E5 6 * 1.365 D +0.500 Lp+ 1.250 E6 7 * 1.365 D +0.500 Lp - 1.250 E3 8 * 1.365 D +0.500 Lp - 1.250 E4 9 * 1.365 D +0.500 Lp - 1.250 E5 10 * 1.365 D +0.500 Lp - 1.250 E6 11 * 1.365 D + l.250 E3 12 * 1.365 D+ 1.250 E4 13 * 1.365 D+ 1.250 E5 14 * 1.365 D + 1.250 E6 15 * 1.365 D- 1.250 E3 16 * 1.365 D- 1.250 E4 17 * 1.365 D- 1.250 E5 18 * 1.365 D- 1.250 E6 19 * 0.735 D + 1.250 E3 20 * 0.735 D+ 1.250 E4 -for <^^^ m^^tr code c(A-e4c-_^J^^ Code Check Summarv RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 2/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD 21 22 23 24 25 26 0.735 D+ 1.250 E5 0.735 D+ 1.250 E6 0.735 D- 1.250 E3 0.735 D- 1.250 E4 0.735 D- 1.250 E5 0.735 D- 1.250 E6 * = Load combination currently selected to use Frame #0: Level: Roof Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 155 1.21 -89.61 -0.87 -12.53 0.33 5 0.09 (Hl-lb) 50 W27X94 Level: Mezz+Low roof Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 303 19.86 19.12 10.16 -1.03 35.85 5 0.50 (Hl-lb) 50 W18X35 421 0.78 395.89 0.07 35.44 0.00 2 0.94 (Hl-lb) 50 W18X55 Per HI.3 439 24.77 -0.00 0.00 -0.00 0.00 25 0.15 Shear 46 HSS8X6X1/4 440 51.97 -0.00 0.00 -0.00 -0.00 21 0.32 (Hl-la) 46 HSS8X6X1/4 441 56.98 0.00 0.00 0.00 0.00 9 0.35 (Hl-la) 46 HSS8X6X1/4 461 36.71 0.00 0.00 -0.00 -0.00 21 0.23 (Hl-la) 46 HSS8X6X1/4 493 25.12 0.00 -0.00 0.00 0.00 5 0.15 Shear 46 HSS8X6X1/4 494 1.33 0.00 0.00 0.00 0.00 8 0.01 Shear 46 HSS8X6X1/4 Frame #1: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 68 36.19 220.45 -0.00 -23.14 1.43 9 0.14 (Hl-lb) 50 W14X233 Per HI.3 69 28.47 -180.29 -0.01 22.88 -1.49 13 0.12 (Hl-lb) 50 W14X233 Per HI.3 72 55.05 379.85 -0.00 -33.62 0.15 9 0.24 (Hl-lb) 50 W14X233 Per HI.3 73 44.32 -386.31 -0.00 33.66 0.14 5 0.24 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 251 11.08 -232.51 -0.31 23.25 0.15 9 0.23 (Hl-lb) 50 W27X94 Per HI.3 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 3/16 10/14/13 16:50:39 Steel Code: A1SC360-10 LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 264 18.38 -396.25 -1.08 -35.16 -0.56 5 0.55 (Hl-lb) 50 W24X76 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 74 141.28 310.32 24.69 -107.78 -6.17 9 0.24 (Hl-lb) 50 W14X233 75 122.98 -207.78 -25.15 72.17 6.29 5 0.18 (Hl-lb) 50 Wl 4X233 80 56.32 -274.61 3.08 -33.62 0.15 9 0.18 (Hl-lb) 50 W14X233 Per HI.3 81 45.59 275.04 3.52 33.66 0.14 5 0.18 (Hl-lb) 50 W14X233 Per HI .3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 65 0.00 -543.26 0.00 64.18 0.00 9 0.52 (Hl-lb) 50 W27X94 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 98 93.37 891.51 -0.45 -44.87 -0.01 9 0.56 (Hl-lb) 50 W14X233 Per HI.3 99 95.70 -1114.50 0.12 55.75 0.05 13 0.56 (Hl-lb) 50 W14X283 Per HI.3 100 98.91 -860.05 0.06 42.08 0.01 5 0.54 (Hl-lb) 50 Wl 4X233 Per HI.3 101 123.45 -665.07 -0.03 32.28 -0.00 5 0.43 (Hl-lb) 50 Wl 4X233 Per HI.3 103 84.53 -196.83 -126.58 -41.01 -0.64 3 0.29 (Hl-lb) 50 W14X233 104 111.86 398.62 0.67 43.64 -0.17 5 0.26 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 320 53.49 -918.40 -4.83 75.55 0.14 5 0.73 (Hl-lb) 50 W30X108 Per HI.3 321 8.90 -528.27 -30.73 61.23 -14.98 9 0.93 (Hl-lb) 50 W18X86 322 30.10 -636.56 -2.33 -78.81 -0.12 5 0.74 (Hl-lb) 50 W14X132 325 10.06 -551.49 1.55 59.64 0.03 5 0.64 (Hl-lb) 50 W14X132 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size U kip kip-ft kip-ft kip kip ksi 124 94.64 179.49 0.05 -44.87 -0.01 9 0.13 (Hl-lb) 50 W14X233 Per HI.3 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 4/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 125 132.33 218.11 0.20 55.75 0.05 9 0.13 (Hl-lb) 50 W14X283 Per HI.3 126 120.80 166.39 0.02 42.08 0.01 9 0.12 (Hl-lb) 50 Wl 4X233 Per HI.3 127 124.72 -129.13 0.02 32.28 -0.00 5 0.10 (Hl-lb) 50 Wl 4X233 Per HI.3 129 132.49 383.67 127.21 -133.26 -31.80 7 0.41 (Hl-lb) 50 Wl 4X233 130 84.52 -310.18 -3.67 107.73 0.92 3 0.21 (Hl-lb) 50 W14X23 3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 247 27.12 -686.64 -0.00 68.79 0.00 5 0.67 (Hl-lb) 50 W27X94 Frame #2: Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 72 307.84 0.00 -0.00 -0.32 -0.02 2 0.60 (Hl-la) 50 W12X65 84 246.08 -0.00 -0.00 0.25 0.01 2 0.48 (Hl-la) 50 W12X65 91 150.05 -0.00 -0.01 0.05 0.31 2 0.36 (Hl-la) 46 HSS 10X10X3/8 92 259.13 -2.73 0.23 0.68 -0.06 9 0.51 (Hl-la) 50 W12X65 108 176.48 0.07 3.20 -0.02 -0.80 5 0.42 (Hl-la) 50 HSS 10X10X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 225 -3.98 1377.26 -28.17 212.47 2.33 8 0.97 (Hl-lb) 50 W30X132 274 -2.42 1211.69 28.83 187.00 -0.83 4 0.87 (Hl-lb) 50 W30X132 299 -0.03 885.63 -0.17 136.64 0.02 2 0.76 (Hl-lb) 50 W30X99 306 8.78 1017.79 19.13 87.34 0.18 9 0.91 (Hl-lb) 50 W30X108 Level: Raise up n Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 97 308.16 0.00 -0.00 -0.32 -0.02 2 0.60 (Hl-la) 50 W12X65 107 246.40 -0.00 -0.00 0.25 0.01 2 0.48 (Hl-la) 50 W12X65 116 150.27 -0.01 0.00 0.31 -0.05 2 0.36 (Hl-la) 46 HSS 10X10X3/8 117 259.48 -2.73 0.23 0.68 -0.06 9 0.51 (Hl-la) 50 W12X65 135 176.73 0.07 3.20 -0.02 -0.80 5 0.42 (Hl-la) 50 HSS10X10X3/8 Frame #4: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft' kip kip ksi Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 5/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 51 62.47 367.08 -0.00 -36.93 0.15 9 0.24 (Hl-lb) 50 W14X233 Per HI.3 52 15.96 -572.37 -0.00 57.58 0.01 5 0.35 (Hl-lb) 50 W14X233 Per HI.3 53 32.54 593.69 -0.00 -57.80 0.30 9 0.37 (Hl-lb) 50 W14X233 Per HI.3 54 43.42 -383.08 0.00 36.42 -0.53 5 0.24 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 190 9.99 -385.32 -0.19 31.72 O.ll 9 0.52 (Hl-lb) 50 W24X76 192 29.97 -317.06 0.20 -27.97 -0.10 5 0.44 (Hl-lb) 50 W24X76 197 20.80 -395.46 0.23 44.83 0.11 5 0.54 (Hl-lb) 50 W24X76 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 53 63.74 -336.16 3.12 -36.93 0.15 9 0.22 (Hl-lb) 50 W14X233 Per HI .3 54 17.24 523.87 0.33 57.58 0.01 5 0.32 (Hl-lb) 50 Wl 4X233 Per HI.3 55 33.82 -510.53 6.12 -57.80 0.30 9 0.32 (Hl-lb) 50 W14X233 Per HI.3 56 44.70 315.18 -10.72 36.42 -0.53 5 0.20 (Hl-lb) 50 W14X233 Per HI.3 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft Wp-ft kip kip ksi 75 195.32 -448.08 -7.61 -56.66 -0.62 9 0.31 (Hl-lb) 50 W14X233 Per HI.3 76 109.63 -588.54 0.27 76.09 0.48 5 0.38 (Hl-lb) 50 W14X233 Per HI.3 77 110.39 -570.07 -14.52 -73.81 -1.15 9 0.37 (Hl-lb) 50 W14X233 Per HI .3 78 86.39 122.90 295.74 53.40 2.03 7 0.45 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 240 4.80 -797.34 0.03 -95.78 -0.02 9 0.76 (Hl-lb) 50 W24X103 245 4.03 -669.34 0.05 73.14 -0.01 9 0.64 (Hl-lb) 50 W24X103 250 1.80 -749.43 0.02 86.03 0.00 5 0.71 (Hl-lb) 50 W24X103 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 6/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 100 178.51 229.59 127.84 -73.96 -31.96 7 0.32 (Hl-lb) 50 W14X233 101 198.78 235.05 163.88 -108.49 -4.12 7 0.37 (Hl-lb) 50 W14X233 102 210.17 224.47 229.19 103.97 5.44 7 0.45 (Hl-lb) 50 W14X233 103 199.97 -240.03 -291.20 77.32 72.80 3 0.53 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 208 0.00 -671.00 0.00 -70.69 0.00 9 0.64 (Hl-lb) 50 W21X1U 212 -0.00 -640.99 0.00 -71.12 0.00 5 0.61 (Hl-lb) 50 W21X111 216 -0.00 -672.63 -0.00 74.87 0.00 5 0.64 (Hl-lb) 50 W21X111 Frame #5: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size U kip kip-ft kip-ft kip kip ksi 40 11.19 27.16 -106.44 -5.76 0.87 7 0.15 (Hl-lb) 50 W14X233 41 25.32 50.86 -109.37 9.68 -1.14 7 0.17 (Hl-lb) 50 W14X233 Level: Raise course CoL Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 39 156.35 27.13 -106.52 -113.32 3.71 10 0.17 (Hl-lb) 50 W14X233 40 114.23 69.58 109.46 32.35 -5.22 4 0.19 (Hl-lb) 50 W14X233 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 62 202.87 662.42 -0.02 -32.62 -0.12 9 0.44 (Hl-lb) 50 W14X233 Per HI.3 63 220.52 786.55 -5.03 -38.85 0.18 9 0.52 (Hl-lb) 50 Wl 4X233 Per HI.3 64 250.06 -697.33 0.58 33.97 -0.02 5 0.47 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 192 29.47 -660.21 0.18 -63.07 -0.06 9 0.65 (Hl-lb) 50 W27X94 Per HI.3 196 6.55 -661.60 -0.72 -68.05 0.13 5 0.64 (Hl-lb) 50 W27X94 Per HI.3 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 7/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 84 204.14 130.48 0.49 -32.62 -0.12 9 0.12 (Hl-lb) 50 W14X233 85 221.80 155.41 -0.71 -38.85 0.18 9 0.14 (Hl-lb) 50 W14X233 86 251.33 -135.88 0.07 33.97 -0.02 5 0.14 (Hl-lb) 50 W14X233 Frame #9: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 21 80.36 443.47 0.00 -39.22 0.32 10 0.29 (Hl-lb) 50 W14X233 Per HI.3 22 30.35 -741.31 -0.00 69.33 0.01 6 0.37 (Hl-lb) 50 W14X283 Per HI.3 23 54.20 762.76 0.00 -69.17 -0.13 10 0.38 (Hl-lb) 50 W14X283 Per HI.3 24 65.13 -487.34 0.00 41.60 0.33 6 0.31 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 75 12.57 -462.05 -0.05 -42.82 0.02 10 0.45 (Hl-lb) 50 W27X94 80 32.45 -436.62 -0.10 -39.75 0.04 6 0.43 (Hl-lb) 50 W27X94 85 23.39 -501.87 -0.10 62,38 -0.05 6 0.49 (Hl-lb) 50 W27X94 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size U kip kip-ft kip-ft kip kip kst 21 81.63 -306.22 7.00 -39.22 0.32 10 0.20 (Hl-lb) 50 W14X233 Per HI.3 22 31.90 569.54 0.10 69.33 0.01 6 0.28 (Hl-lb) 50 W14X283 Per HI .3 23 55.75 -549.26 -2.14 -69.17 -0.13 10 0.28 (Hl-lb) 50 W14X283 Per HI.3 24 66.41 307.83 6.04 41.60 0.33 6 0.20 (Hl-lb) 50 W14X233 Per HI.3 Level: Mezz+Low roof CoL Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 34 162.60 495.02 -0.01 -24.20 0.01 10 0.33 (Hl-lb) 50 W14X233 Per HI.3 35 151.55 -497.67 -0.01 24.78 -0.03 6 0.33 (Hl-lb) 50 W14X233 Per HI.3 Code Check Summarv RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 8/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 36 231.65 -515.82 8.24 -61.93 0.15 10 0.36 (Hl-lb) 50 W14X233 Per HI.3 37 113.17 764.00 -19.29 99.27 -1.14 6 0.39 (Hl-lb) 50 Wl 4X283 Per HI.3 38 77.98 769.41 -27.27 98.66 -1.81 6 0.39 (Hl-lb) 50 W14X283 Per HI.3 39 71.20 119.31 -233.50 58.74 -1.90 3 0.37 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 108 21.70 -490.65 1.65 -51.69 0.47 6 0.49 (Hl-lb) 50 W27X94 111 11.61 -821.03 -0.18 -88.84 -0.09 6 0.79 (Hl-lb) 50 W24X103 114 -3.22 -725.42 0.08 66.83 -0.02 10 0.69 (Hl-lb) 50 W24X103 119 2.08 -794.56 0.03 -70.89 0.02 6 0.76 (Hl-lb) 50 W24X103 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 49 163.87 96.70 -0.05 -24.20 0.01 10 0.09 (Hl-lb) 50 W14X233 50 152.82 -99.11 0.13 24.78 -0.03 6 0.09 (Hl-lb) 50 W14X233 52 243.65 205.35 -128.99 -66.15 32.25 3 0.32 (Hl-lb) 50 Wl 4X233 53 219.06 -213.75 181.40 99.34 -2.55 7 0.31 (Hl-lb) 50 W14X283 54 191.08 -254.92 226.50 110.86 -3.98 7 0.37 (Hl-lb) 50 W14X283 55 150.81 -173.95 236.79 56.04 -59.20 7 0.42 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 117 -0.00 -737.89 0.00 86.44 0.00 6 0.71 (Hl-lb) 50 W21X111 121 0.00 -708.51 0.00 76.26 0.00 10 0.68 (Hl-lb) 50 W21X111 123 0.00 -651.52 -0.00 -58.76 -0.00 6 0.62 (Hl-lb) 50 W21X111 Frame #13: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size U kip kip-ft kip-ft kip kip ksi 4 86.15 488.02 0.00 -37.31 0.17 10 0.31 (Hl-lb) 50 W14X233 Per HI .3 5 61.62 -493.20 0.00 37.19 -0.08 6 0.31 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size U kip kip-ft kip-ft kip kip ksi 7 22.13 -505.46 1.20 -46.56 0.58 6 0.50 (Hl-lb) 50 W27X94 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 9/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 4 87.42 -239.21 3.66 -37.31 0.17 10 0.16 (Hl-lb) 50 W14X233 Per HI.3 5 62.90 241.91 -2.10 37.19 -0.08 6 0.16 (Hl-lb) 50 W14X233 Per HI.3 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 1 21.98 208.97 -0.01 -10.36 -0.02 10 0.13 (Hl-lb) 50 W14X233 Per HI.3 2 27.55 -332.67 0.00 16.50 -0.00 6 0.21 (Hl-lb) 50 Wl 4X233 Per HI.3 3 58.13 -228.17 -0.01 11.31 -0.02 6 0.15 (Hl-lb) 50 W14X233 Per HI.3 6 162.38 -518.53 12.92 -57.37 0.54 10 0.35 (Hl-lb) 50 W14X233 Per HI.3 7 165.25 522.86 -11.61 55.53 -0.58 6 0.35 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 1 8.26 -208.88 0.32 -16.29 0.22 10 0.28 (Hl-lb) 50 W24X76 Per HI.3 8 10.37 -226.71 0.35 21.01 -0.21 6 0.31 (Hl-lb) 50 W24X76 14 19.86 -618.27 -3.12 -65.84 0.26 10 0.72 (Hl-lb) 50 W14X132 Level: Raise up fl CoL Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 1 23.25 41.44 0.07 -10.36 -0.02 10 0.03 (Hl-lb) 50 W14X233 Per HI.3 2 40.89 62.51 -0.01 16.50 -0.00 10 0.05 (Hl-lb) 50 Wl 4X233 Per HI .3 3 59.40 -45.25 0.08 11.31 -0.02 6 0.04 (HI-2) 50 W14X233 6 131.17 375.39 -97.69 -130.38 24.42 3 0.40 (Hl-lb) 46 Wl 4X233 7 165.72 -379.81 143.42 131.92 -35.86 7 0.43 (Hl-lb) 50 Wl 4X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 1 -0.00 -849.01 0.00 -82.00 0.00 6 0.81 (Hl-lb) 50 W27X94 Frame #21: Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 10/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 48 10.58 -174.53 -0.00 -16.70 -0.38 4 0.11 (Hl-lb) 50 W14X233 Per HI.3 56 46.17 -239.65 0.00 27.30 0.02 4 0.15 (Hl-lb) 50 Wl 4X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 186 18.48 -254.96 -0.53 -26.90 -0.25 4 0.26 (Hl-lb) 50 W27X94 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 49 206.10 218.01 -6.19 -76.09 1.63 8 0.17 (Hl-lb) 50 W14X233 59 199.75 -218.55 0.64 75.91 -0.16 4 0.17 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 18 -0.00 -468.41 0.00 -55.34 0.00 4 0.45 (Hl-lb) 50 W27X94 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 17 51.13 468.84 -0.01 -23.28 -0.05 8 0.39 (Hl-lb) 46 W14X193 Per HI.3 25 24.95 636.75 0.00 -31.94 -0.01 8 0.48 (Hl-lb) 50 W14X193 Per HI.3 33 52.33 -468.47 -0.01 23.16 0.02 4 0.36 (Hl-lb) 50 W14X193 Per HI.3 65 71.85 500.02 0.00 -24.96 0.01 8 0.39 (Hl-lb) 50 W14X193 Per HI.3 71 237.81 672.03 -0.00 -33.23 0.03 8 0.56 (Hl-lb) 50 W14X193 Per HI.3 83 240.60 -496.57 0.00 24.56 -0.02 4 0.43 (Hl-lb) 50 W14X193 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 43 18.97 -471.62 -0.47 -40.02 -0.35 8 0.46 (Hl-lb) 50 W27X94 79 9.57 -470.97 -1.32 40.21 0.40 4 0.47 (Hl-lb) 50 W27X94 204 28.55 -501.34 0.24 -43.75 -0.60 8 0.49 (Hl-lb) 50 W27X94 Per HI.3 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 11/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 226 -12.36 -497.78 -3.50 43.81 0.94 4 0.48 (Hl-lb) 50 W27X94 Per HI.3 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip Up-ft kip-ft kip kip ksi 28 52.18 93.13 0.21 -23.28 -0.05 8 0.08 (Hl-lb) 50 W14X193 Per HI.3 38 26.01 127.76 0.04 -31.94 -0.01 8 0.10 (Hl-lb) 50 W14X193 Per HI.3 48 53.39 -92.64 -0.08 23.16 0.02 4 0.08 (Hl-lb) 50 W14X193 Per HI.3 87 72.90 99.84 -0.05 -24.96 0.01 8 0.09 (Hl-lb) 50 W14X193 Per HI.3 96 238.86 132.91 -0.13 -33.23 0.03 8 0.16 (Hl-lb) 50 W14X193 106 241.66 -98.24 0.08 24.56 -0.02 4 0.14 (Hl-lb) 50 W14X193 Frame #22: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 13 57.03 399.33 0.01 -32.82 -0.92 8 0.25 (Hl-lb) 50 W14X233 Per HI.3 17 50.04 -385.32 0.01 32.33 -0.02 4 0.24 (Hl-lb) 50 W14X233 Per HI.3 26 46.82 346.30 -0.00 -30.72 0.38 8 0.22 (Hl-lb) 50 W14X233 Per HI.3 31 45.85 -330.96 -0.00 28.88 -0.50 4 0.21 (Hl-lb) 50 W14X233 Per HI.3 49 46.96 257.46 0.00 -14.12 0.65 8 0.17 (Hl-lb) 50 W14X233 Per HI.3 57 45.50 -240.46 -0.00 12.21 -0.03 4 0.15 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 52 19.68 -413.42 -0.97 37.30 0.50 8 0.41 (Hl-lb) 50 W27X94 103 22.97 -359.04 -0.55 34.45 0.40 8 0.36 (Hl-lb) 50 W27X94 187 14.59 -257.04 -0.22 27.68 -0.07 8 0.25 (Hl-lb) 50 W27X94 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi -— • Code Check Summarv I iiv RAM Frame vl4.04.05.00 Page 12/16 1 RAM DataBase: 13903 Regal Cinemas 12 at PCR-k 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 13 56.34 -233.26 -18.31 -32.82 -0.92 7 0.15 (Hl-lb) 50 Wl 4X233 Per HI.3 1 17 49.35 226.09 -0.16 32.33 -0.02 3 0.15 (Hl-lb) 50 W14X233 Per HI.3 • 26 23.78 -91.01 78.78 -30.72 0.38 9 0.16 (Hl-lb) 50 W14X233 1 30 22.81 72.86 -119.07 28.88 -0.50 5 0.19 (Hl-lb) 50 W14X233 51 141.73 -71.43 -202.69 -61.09 -2.85 5 0.31 (Hl-lb) 50 W14X233 1 124.39 49.05 223.51 57.00 0.24 9 0.32 (Hl-lb) 50 W14X233 _ Level: Mezz+Low roof I Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 19 170.39 -623.94 -57.87 -93.04 -1.37 7 0.48 (Hl-lb) 50 W14X233 1 26 220.92 706.06 41.57 93.60 2.70 4 0.52 (Hl-lb) 50 W14X233 45 172.72 509.87 8.49 -24.62 -0.42 16 0.34 (Hl-lb) 50 W14X233 Per HI.3 1 51 185.77 -511.42 -10.76 24.76 0.49 4 0.35 (Hl-lb) 50 W14X233 Per HI.3 m 73 295.50 545.45 -0.26 -26.78 0.12 8 0.39 (Hl-lb) 50 W14X233 Per HI.3 85 246.46 -568.79 2.55 28.12 -0.14 4 0.39 (Hl-lb) 50 W14X233 1 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 1 ^ kip kip-ft kip-ft kip kip ksi • 46 37.39 -1007.10 3.19 -111.69 0.85 8 0.99 (HI-2) 50 W27X94 148 14.89 -750.05 -I.U 83.20 0.41 8 0.73 (Hl-lb) 50 W27X94 I 236 -16.51 -744.22 -0.45 69.15 0.18 8 0.72 (Hl-lb) 50 W27X94 Per HI.3 I Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 1 ^ kip kip-ft kip-ft kip kip ksi 1 30 278.92 48.16 -57.88 -20.97 -12.61 7 0.14 (Hl-lb) 50 W14X233 39 180.83 -62.78 -102.26 21.81 25.57 10 0.19 (Hl-lb) 50 W14X233 1 176.71 98.27 1.68 -24.62 -0.42 8 0.10 (Hl-lb) 50 Wl 4X233 • 69 187.05 -98.94 -1.95 24.76 0.49 4 0.10 (Hl-lb) 50 W14X233 98 296.77 106.86 -0.18 -26.78 0.12 8 0.13 (Hl-lb) 50 W14X233 1 108 247.73 -112.48 0.58 28.12 -0.14 4 0.12 (Hl-lb) 50 Wl 4X233 _ Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size • # kip kip-ft kip-ft kip kip ksi • 55 -0.00 -821.94 0.00 74.93 0.00 8 0.79 (Hl-lb) 50 W27X94 H Frame #23: Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 atPCR- Building Code: IBC Page 13/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 50 37.14 -45.82 178.22 -11.86 -0.42 9 0.25 (Hl-lb) 50 Wl 4X233 58 24.07 -22.94 205.01 19.62 0.87 9 0.27 (Hl-lb) 50 Wl 4X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 189 14.20 -224.84 -0.56 24.58 0.25 3 0.23 (Hl-lb) 50 W27X94 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 52 38.42 -63.16 220.11 -11.86 -0.42 9 0.31 (Hl-lb) 50 Wl 4X233 62 25.34 -26.35 252.99 19.62 0.87 9 0.33 (Hl-lb) 50 W14X233 Level: Mezz+Low roof CoL Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 74 127.06 581.03 -11.38 -28.71 0.59 8 0.38 (Hl-lb) 50 W14X233 Per HI.3 86 88.39 -742.30 21.01 -36.66 0.90 4 0.47 (Hl-lb) 50 W14X233 Per HI.3 94 111.61 -580.17 0.01 28.92 -0.01 4 0.37 (Hl-lb) 50 W14X233 Per HI .3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 239 12.53 -580.80 0.48 -53.88 0.35 8 0.56 (Hl-lb) 50 W27X94 Per HI.3 288 18.39 -579.03 0.97 54.15 -0.28 4 0.56 (Hl-lb) 50 W27X94 Per HI.3 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 99 128.34 114.60 -2.28 -28.71 0.59 8 0.09 (Hl-lb) 50 W14X233 Per HI.3 109 89.67 -146.66 4.15 -36.66 0.90 4 0.11 (Hl-lb) 50 Wl 4X233 Per HI.3 119 112.88 -115.66 0.06 28.92 -0.01 4 0.09 (Hl-lb) 50 Wl 4X233 Per HI .3 Frame #24: Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 14/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 27 58.22 341.37 0.00 -35.89 0.37 7 0.22 (Hl-lb) 50 W14X233 Per HI.3 33 47.66 671.38 -0.00 -62.93 0.39 7 0.42 (Hl-lb) 50 W14X233 Per HI.3 45 65.01 -506.73 0.00 42.56 -0.34 3 0.32 (Hl-lb) 50 W14X233 Per HI.3 59 65.20 390.44 0.00 -39.77 0.10 7 0.25 (Hl-lb) 50 W14X233 Per HI.3 65 65.02 -380.80 0.00 38.50 -0.04 3 0.24 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip yp-ft kip-ft kip kip ksi 106 25.10 -384.76 0.21 -38.71 -0.15 3 0.57 (Hl-lb) 50 W18X86 126 29.95 -545.72 -0.25 41.26 0.15 7 0.54 (Hl-lb) 50 W27X94 220 22.20 -396.65 -0.20 39.71 0.11 7 0.58 (Hl-lb) 50 W18X86 Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 27 59.25 -349.70 13.52 -35.89 0.37 8 0.22 (Hl-lb) 50 W14X233 Per HI.3 32 48.93 -520.49 8.35 -62.93 0.39 7 0.33 (Hl-lb) 50 W14X233 Per HI.3 45 66.17 307.43 -7.01 42.56 -0.34 4 0.20 (Hl-lb) 50 Wl 4X233 Per HI.3 63 66.18 -373.94 1.54 -39.77 0.10 8 0.24 (Hl-lb) 50 Wl 4X233 Per HI.3 71 65.99 360.41 0.56 38.50 -0.04 4 0.23 (Hl-lb) 50 W14X233 Per HI.3 Level: Mezz+Low roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 46 178.13 -515.72 -30.86 -59.95 -2.26 7 0.35 (Hl-lb) 50 W14X23 3 Per HI.3 53 160.46 617.95 11.39 74.10 1.09 3 0.41 (Hl-lb) 50 W14X233 Per HI.3 59 75.80 -665.68 9.77 -88.15 0.59 7 0.42 (Hl-lb) 50 W14X23 3 Per HI.3 67 161.95 460.10 -29.50 44.92 -1.53 3 0.31 (Hl-lb) 50 Wl 4X233 Per HI.3 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 15/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 87 189.57 -513.88 68.96 -59.92 3.96 7 0.43 (Hl-lb) 50 W14X233 95 188.99 510.07 -90.47 59.70 -5.32 3 0.46 (Hl-lb) 50 Wl 4X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 150 -9.81 -796.63 0.09 82.83 0.03 7 0.77 (Hl-lb) 50 W27X94 167 -11.87 -495.23 0.03 56.22 0.01 7 0.67 (Hl-lb) 50 W24X76 183 -1.07 -587.51 0.02 62.28 0.05 3 0.78 (Hl-lb) 50 W24X76 290 -1.25 -823.26 0.05 86.88 0.03 7 0.79 (Hl-lb) 50 W27X94 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 61 222.92 63.68 86.08 -32.97 -7.44 6 0.18 (Hl-lb) 50 Wl 4X233 72 210.28 -59.26 -77.69 -46.06 4.40 10 0.16 (Hl-lb) 50 W14X233 80 159.30 -62.88 -60.10 34.49 1.20 10 0.14 (Hl-lb) 50 W14X233 90 235.07 -70.99 -58.40 23.83 14.60 10 0.15 (Hl-lb) 50 W14X233 110 297.19 -43.04 68.95 -25.02 17.37 7 0.16 (Hl-lb) 50 W14X233 120 261.15 40.31 -90.48 25.57 -22.49 3 0.18 (Hl-lb) 50 W14X233 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 148 -0.00 -501.13 -0.00 -53.46 0.00 8 0.48 (Hl-lb) 50 W24X103 165 0.00 -475.46 0.00 -51.40 0.00 4 0.45 (Hl-lb) 50 W24X103 179 0.00 -493.86 0.00 54.35 0.00 8 0.47 (Hl-lb) 50 W24X103 229 0.00 -503.34 0.00 -49.24 -0.00 8 0.48 (Hl-lb) 50 W24X103 Frame #25: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 25 57.16 424.22 -0.00 -38.58 0.12 7 0.27 (Hl-lb) 50 W14X233 Per HI.3 28 56.77 -414.55 -0.00 37.33 0.29 3 0.26 (Hl-lb) 50 Wl 4X233 Per HI.3 55 48.81 354.07 -0.01 -29.83 0.69 7 0.23 (Hl-lb) 50 W14X233 Per HI.3 61 50.74 -350.20 -0.01 29.73 0.39 3 0.22 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 93 22.83 -441.61 1.34 41.85 -0.62 7 0.44 (Hl-lb) 50 W27X94 205 19.39 -366.00 0.80 34.95 -0.42 7 0.37 (Hl-lb) 50 W27X94 Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC Page 16/16 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Level: Raise course Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 25 58.44 -314.02 2.51 -38.58 0.12 7 0.20 (Hl-lb) 50 Wl 4X233 Per HI.3 28 58.04 298.25 6.27 37.33 0.29 3 0.19 (Hl-lb) 50 W14X233 Per HI.3 57 50.08 -213.77 14.68 -29.83 0.69 7 0.14 (Hl-lb) 50 W14X233 Per HI.3 65 52.01 220.39 8.56 29.73 0.39 3 0.14 (Hl-lb) 50 Wl 4X233 Per HI.3 Level: Mezz+Low roof CoL Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 40 149.46 359.00 2.51 -21.63 -0.14 7 0.25 (Hl-lb) 50 W14X233 Per HI.3 48 127.71 -346.87 6.27 21.54 -0.37 3 0.23 (Hl-lb) 50 W14X233 Per HI.3 79 154.88 475.04 14.68 -29.03 -0.84 7 0.32 (Hl-lb) 50 W14X233 Per HI .3 90 144.93 -479.71 8.55 29.79 -0.50 3 0.32 (Hl-lb) 50 W14X233 Per HI.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 126 -8.15 -685.53 -0.62 73.33 0.16 7 0.66 (Hl-lb) 50 W21X111 258 0.33 -709.29 5.92 -82.31 -0.89 3 0.70 (Hl-lb) 50 W21X111 Level: Raise up fl Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip-ft kip-ft kip kip ksi 140 222.54 0.00 0.00 0.00 0.00 7 0.07 Shear 50 W14X233 141 201.53 -0.00 0.00 0.00 -0.00 3 0.07 Shear 50 W14X233 142 234.73 0.00 -0.00 0.00 0.00 7 0.08 Shear 50 W14X233 143 218.01 -0.00 -0.00 0.00 0.00 3 0.07 Shear 50 Wl 4X233 Joint Code Check Summarv TC - 'A RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD AISC Provision Frame #1: Sty Jnt# Element Side Loc. Dimensions(in) 5 32 Web Plate Not Required Stiffener All Both Not Required 5 33 Web Plate Not Required Stiffener All Both Not Required 5 34 Web Plate Not Required Stiffener All Both Not Required 5 35 Web Plate Not Required Stiffener All Both Not Required 4 67 Web Plate Not Required Stiffener All Both Not Required 4 68 Web Plate Not Required Stiffener All Both Not Required 3 126 Web Plate Not Required Stiffener All Both Not Required 3 131 Web Plate Not Required Stiffener All Both Not Required 3 133 Web Plate Not Required Stiffener SideA Top 6.375X 6.875X 0.625 Stiffener SideA Bot 6.375X 6.875X 0.625 3 134 Web Plate Not Required Stiffener SideB Top 6.375X 6.875X 0.625 Stiffener SideB Bot 6.375X 6.875X 0.625 3 135 Web Plate Not Required Stiffener All Both Not Required 3 136 Web Plate Not Required Stiffener All Both Not Required 2 195 Web Plate Not Required Stiffener All Both Not Required 2 196 Web Plate Not Required Stiffener All Both Not Required K1.3;K1.2 K1.3 K1.3;K1.2 K1.3;K1.2 Joint Code Check Summary RAM Frame vl4.04.05.00 Page 2/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD Frame #2: Sty Jnt# Element Side Loc. 3 101 No beams fixed to column flange. 3 111 No beams fixed to column flange. 3 116 No beams fixed to column flange. 3 119 No beams fixed to column flange. Dimensions(in) AISC Provision Joint Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 3/12 =1.25,0=3) 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Frame #4: Sty Jnt# Element Side Loc. Dimensions(in) 5 21 Web Plate Not Required Stiffener All Both Not Required 5 22 Web Plate Not Required Stiffener All Both Not Required 5 23 Web Plate Not Required Stiffener All Both Not Required 5 24 Web Plate Not Required Stiffener All Both Not Required 3 104 Web Plate Not Required Stiffener All Both Not Required 3 105 Web Plate Not Required Stiffener All Both Not Required 3 106 Web Plate Not Required Stiffener All Both Not Required 3 107 Web Plate Not Required Stiffener All Both Not Required 2 173 Web Plate Not Required Stiffener All Both Not Required 2 174 Web Plate Not Required Stiffener All Both Not Required 2 175 Web Plate Not Required Stiffener All Both Not Required 2 176 Web Plate Not Required Stiffener All Both Not Required AISC Provision Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 4/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD Frame #5: Sty Jnt# Element Side Loc. Dimensions(in) 5 15 Web Plate Not Required Stiffener All Both Not Required 5 16 Web Plate Not Required Stiffener All Both Not Required 3 94 Web Plate Not Required Stiffener All Both Not Required 3 95 Web Plate Not Required Stiffener All Both Not Required 3 96 Web Plate Not Required Stiffener All Both Not Required AISC Provision Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 5/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (i-1.25,0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD Frame #9: —— —— AISC Provision Sty Jnt# Element Side Loc. Dimensions(in) 5 5 Web Plate Not Required Stiffener All Both Not Required 5 6 Web Plate Not Required Stiffener All Both Not Required 5 7 Web Plate Not Required Stiffener All Both Not Required 5 8 Web Plate Not Required Stiffener All Both Not Required 3 81 Web Plate Not Required Stiffener All Both Not Required 3 82 Web Plate Not Required Stiffener All Both Not Required 3 83 Web Plate Not Required Stiffener All Both Not Required 3 84 Web Plate Not Required Stiffener All Both Not Required 3 85 Web Plate Not Required Stiffener All Both Not Required 3 86 Web Plate Not Required Stiffener All Both Not Required 2 151 Web Plate Not Required Stiffener All Both Not Required 2 152 Web Plate Not Required Stiffener All Both Not Required 2 153 Web Plate Not Required Stiffener All Both Not Required 2 154 Web Plate Not Required Stiffener All Both Not Required Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 6/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steei Code: AISC360-10 LRFD Frame #13: AISC Provision Sty Jnt# Element Side Loc. Dimen$ions(in) 5 1 Web Plate Not Required Stiffener All Both Not Required 5 2 Web Plate Not Required Stiffener All Both Not Required 3 71 Web Plate Not Required Stiffener All Both Not Required 3 72 Web Plate Not Required Stiffener All Both Not Required 3 73 Web Plate Not Required Stiffener All Both Not Required 3 74 Web Plate Not Required Stiffener All Both Not Required 3 75 Web Plate Not Required Stiffener All Both Not Required 2 140 Web Plate Not Required Stiffener All Both Not Required 2 141 Web Plate Not Required Stiffener All Both Not Required Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 7/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD AISC Provision Frame #21: Sty Jnt# Element Side Loc. Dimensions(in) 5 18 Web Plate Not Required Stiffener All Both Not Required 5 26 Web Plate Not Required Stiffener All Both Not Required 4 53 Web Plate Not Required Stiffener All Both Not Required 4 61 Web Plate Not Required Stiffener All Both Not Required 3 76 Web Plate Not Required Stiffener All Both Not Required 3 78 Web Plate Not Required Stiffener All Both Not Required 3 80 Web Plate Not Required Stiffener All Both Not Required 3 97 Web Plate Not Required Stiffener All Both Not Required 3 99 Web Plate Not Required Stiffener All Both Not Required 3 109 Web Plate Not Required Stiffener All Both Not Required I I i I 'i I I i I I 1 I t Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 8/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD AISC Provision Frame #22: Sty Jnt# Element Side Loc. Dimensions(in) 5 3 Web Plate Not Required Stiffener All Both Not Required 5 4 Web Plate Not Required Stiffener All Both Not Required 5 10 Web Plate Not Required Stiffener All Both Not Required 5 13 Web Plate Not Required Stiffener All Both Not Required 5 19 Web Plate Not Required Stiffener All Both Not Required 5 27 Web Plate Not Required Stiffener All Both Not Required 3 77 Web Plate Not Required Stiffener All Both Not Required 3 79 Web Plate Not Required Stiffener All Both Not Required 3 88 Web Plate Not Required Stiffener All Both Not Required 3 91 Web Plate Not Required Stiffener All Both Not Required 3 102 Web Plate Not Required Stiffener All Both Not Required 3 112 Web Plate Not Required Stiffener All Both Not Required 2 145 Web Plate Not Required Stiffener All Both Not Required 2 147 Web Plate Not Required Stiffener All Both Not Required I i i I V i I 'i I il I II 1 I 1 ! I i I i 3 i I I Joint Code Check Summarv RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 9/12 =1.25,0=3) 10/14/13 16:50:39 Steel Code: AISC360-10 LRFD Frame #23: Sty Jnt# Element Side Loc. Dimensions(in) 5 20 Web Plate Not Required Stiffener All Both Not Required 5 28 Web Plate Not Required Stiffener All Both Not Required 3 103 Web Plate Not Required Stiffener All Both Not Required 3 113 Web Plate Not Required Stiffener All Both Not Required 3 120 Web Plate Not Required Stiffener All Both Not Required AISC Provision •s I P I I P I i I I I I I I I I I I Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 10/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD AISC Provision Frame #24: Sty Jnt# Element Side Loc. Dimensions(in) 5 11 Web Plate Not Required Stiffener All Both Not Required 5 14 Web Plate Not Required Stiffener All Both Not Required 5 17 Web Plate Not Required Stiffener All Both Not Required 5 29 Web Plate Not Required Stiffener All Both Not Required 5 31 Web Plate Not Required Stiffener All Both Not Required 3 89 Web Plate Not Required Stiffener All Both Not Required 3 92 Web Plate Not Required Stiffener All Both Not Required 3 93 Web Plate Not Required Stiffener All Both Not Required 3 98 Web Plate Not Required Stiffener All Both Not Required 3 114 Web Plate Not Required Stiffener All Both Not Required 3 121 Web Plate Not Required Stiffener All Both Not Required 2 157 Web Plate Not Required Stiffener All Both Not Required 2 160 Web Plate Not Required Stiffener All Both Not Required 2 161 Web Plate Not Required Stiffener All Both Not Required 2 167 Web Plate Not Required Stiffener All Both Not Required 2 182 Web Plate Not Required Stiffener All Both Not Required 2 188 Web Plate Not Required Stiffener All Both Not Required Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 11/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD AISC Provision Frame #25: Sty Jnt# Element Side Loc. Dimensions(in) 5 9 Web Plate Not Required Stiffener All Both Not Required 5 12 Web Plate Not Required Stiffener All Both Not Required 5 25 Web Plate Not Required Stiffener All Both Not Required 5 30 Web Plate Not Required Stiffener All Both Not Required 3 87 Web Plate Not Required Stiffener All Both Not Required 3 90 Web Plate Not Required Stiffener All Both Not Required 3 108 Web Plate Not Required Stiffener All Both Not Required 3 115 Web Plate Not Required Stiffener All Both Not Required I i I I 1 f RAM s I 1 i I I I Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 12/12 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 16:50:39 Building Code: IBC Steel Code: AISC360-10 LRFD Frame #26: Sty Jnt# Element Side Loc. Dimen$ions(in) AISC Provision I I •i f Member Code Check RAM Frame vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/14/13 18:15:01 Steel Code: AISC360-10 LRFD BEAM INFORMATION: Story Level = Mezz+Low roof Frame Number Fy(ksi) = 50.00 Beam Size = W30X173 INPUT DESIGN PARAMETERS: Lu for Axial (ft) Lu for Bending (ft) K = 2 Beam Number = 225 Top Flange Continuously Braced Bottom Flange Continuously Braced CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.365 D + 0.500 Lp - 3.000 E4 Segment distance (ft) i - end . j - end . l.OOVnx (kip) 0.90Vny (kip) 597.36 866.70 SHEAR CHECK: Vux (kip) = 262.89 Vuy (kip) = 5.39 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.365 D + 0.500 Lp - 3.000 E4 Segment distance (ft) i - end j - end . CALCULATED PARAMETERS: Pu(kip) = -10.07 Mux (kip-ft) = 1704.96 Muy(kip-ft) = -65.20 Cbx = 1.67 X-Axis 6.50 6.50 1.00 No No Y-Axis 6.50 6.50 1.00 p 0.00 6.50 Vux/1.OOVnx Vuy/0.90Vny 0.00 6.50 0.440 0.031 0.90Pn (kip) 0.90Mnx (kip-ft) 0.90Mny (kip-ft) 2295.00 2276.25 461.25 INTERACTION EQUATION: Pu/<|)Pn = 0.004 EqHl-lb: 0.002 + 0.749 + 0.141 0.893 Member Code Check RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/14/13 18:15:01 Steel Code: AISC360-10 LRFD BEAM INFORMATION: Story Level = Mezz+Low roof Fy(ksi) = 50.00 Beam Size = W30X173 INPUT DESIGN PARAMETERS: Lu for Axial (ft) Lu for Bending (ft) K Frame Number = 2 Beam Number = 274 Top Flange Continuously Braced Bottom Flange Continuously Braced CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.365 D + 0.500 Lp + 3.000 E4 Segment distance (ft) i - end j - end X-Axis 6.50 6.50 1.00 No No 0.00 6.50 SHEAR CHECK: Vux (kip) = 237.41 Vuy (kip) = -1.46 l.OOVnx (kip) 0.90Vny (kip) 597.36 866.70 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.365 D + 0.500 Lp + 3.000 E4 Segment distance (ft) i - end j - end CALCULATED PARAMETERS: Pu (kip) = -5.32 Mux (kip-ft) = 1539.34 Muy(kip-ft) = 61.84 Cbx = 1.67 Y-Axis 6.50 6.50 1.00 Vux/1 .OOVnx Vuy/0.90Vny 0.00 6.50 0.397 0.025 0.90Pn (kip) 0.90Mnx (kip-ft) 0.90Mny (kip-ft) 2295.00 2276.25 461.25 INTERACTION EQUATION: Pu/(t)Pn = 0.001 EqHl-lb: 0.001 +0.676 + 0.134 0.811 Member Code Check RAM Frame v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR- Building Code: IBC 10/14/13 18:15:01 Steel Code: AISC360-10 LRFD BEAM INFORMATION: Story Level = Mezz+Low roof Fy(ksi) = 50.00 Beam Size = W30X148 INPUT DESIGN PARAMETERS: Lu for Axial (ft) Lu for Bending (ft) K Frame Number Beam Number = 306 Top Flange Continuously Braced Bottom Flange Continuously Braced CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.365 D + 0.500 Lp - 3.000 E5 Segment distance (ft) i - end . j - end SHEAR CHECK: Vux (kip) = 121.91 l.OOVnx (kip) = 598.65 Vuy (kip) = 0.52 0.90Vny(kip) = 669.06 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.365 D + 0.500 Lp - 3.000 E5 Segment distance (ft) i - end j - end . CALCULATED PARAMETERS: Pu(kip) = 20.09 Mux (kip-ft) = 1432.71 Muy(kip-ft) = 40.40 Cbx = 1.66 X-Axis 12.00 12.00 1.00 No No 0.00 12.00 Y-Axis 12.00 12.00 1.00 Vux/1.OOVnx Vuy/0.90Vny 0.00 12.00 0.204 0.033 0.90Pn (kip) 0.90Mnx (kip-ft) 0.90Mny (kip-ft) 1460.90 1875.00 255.00 INTERACTION EQUATION: Pu/4»Pn = 0.014 EqHl-lb: 0.007 + 0.764 + 0.158 0.929 Seismic Provisions Member Code Check Summarv , ,/ RAM Frame V 14.04.05.00 I DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25,0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #1: Story:Roof Column: 68 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colimm Splices Story:Roof Column: 69 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Coluirm Splices Story:Roof Column: 72 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 73 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Column Splices Story:Roof Beam:251 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:264 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 2/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 74 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices StorytRaise course Column: 75 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise course Column: 80 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 81 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Column Splices Story:Raise course Beam: 65 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 3/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Column: 98 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Mezz+Low Column: 99 Type: Special Moment Resisting Frame roof Si2e:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colimm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colimin Splices Story:Mezz+Low Column: 100 Type: Speciai Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column:101 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Colimm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column:103 Type: Special Moment Resisting Frame roof Size:Wl4X233 Fy(ksi): 50.00 8.3 Column Splices — OK Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 4/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 104 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Story:Mezz+Low Beam:320 Type: Special Moment Resisting Frame roof Size:W30X108 Fy(ksi): 50.00 9.2 Beam-to-CoIumn Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:321 Type: Special Moment Resisting Frame roof Size:W 18X86 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story;Mezz+Low Beam:322 Type: Special Moment Resisting Frame roof Size:W14X132 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:325 Type: Special Moment Resisting Frame roof Size:W14X132 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Coimections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 5/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Raise up fl Column:124 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:125 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Raise up fl Column:126 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:127 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Colurtm Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm SpHces Story:Raise up fl Column:]29 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:130 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 6/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Story:Raise up fl Beam:247 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 7/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #4: Story:Roof Column: 51 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 52 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Colunm SpHces — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 53 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Roof Column: 54 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Roof Beam:190 Type: Special Moment Resisting Frame Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam: 192 Type: Special Moment Resisting Frame I I I I I I Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 8/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Size:W24X76 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:197 Type: Special Moment Resisting Frame Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Coimections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 53 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 54 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 55 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 56 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 9/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.9 Column Splices Story:Mezz+Low Column: 75 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitattons — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 76 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitattons — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 77 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 78 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 8.3 Column SpHces — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Beam:240 Type: Special Moment Resisting Frame roof Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections i I Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r Building Code: IBC Page 10/49 =1.25,0=3) 10/14/13 17:45:51 Steel Code: AISC341-05 - LRFD 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low roof Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Beam:245 Type: Special Moment Resisting Frame P Story:Mezz+Low roof Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connecttons 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Beam:250 Type: Special Moment Resisting Frame Story:Raise up fl Column:100 Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Type: Special Moment Resisting Frame Story:Raise up fl Column:101 Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Type: Special Moment Resisting Frame Story:Raise up fl Column:102 Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 11/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Raise up fl Column:103 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Beam:208 Type: Special Moment Resisting Frame Size:W21Xlll Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Beam:212 Type: Special Moment Resisting Frame Size:W21Xlll Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Beam:216 Type: Special Moment Resisting Frame Size:W21Xlll Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 12/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #5: Story:Roof Column: 40 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Roof Column: 41 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 39 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Column: 40 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 62 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices m Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 13/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 63 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mez2+Low Column: 64 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Beam:192 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam: 196 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Column: 84 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestramed Joint — OK 9.9 Column Splices Story:Raise up fl Column: 85 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 14/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 86 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm SpHces I Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 15/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #9: Story:Roof Column: 21 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Colunm Splices Story:Roof Column: 22 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 23 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 24 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Roof Beam: 75 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Colunm Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam: 80 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 16/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Size:W27X94 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam: 85 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Colunm Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 21 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Column: 22 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 23 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Uifrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 24 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK I I I I Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 17/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.9 Column SpHces Story:Mezz+Low Column: 34 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 35 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 36 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 37 Type: Special Moment Resisting Frame roof Size:Wl 4X283 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 38 Type: Special Moment Resisting Frame roof Size:W14X283 Fy(ksi): 50.00 8.3 Column SpHces — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 18/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 39 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Beam:108 Type: Special Moment Resisting Frame roof Size:W27X94 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:lll Type: Special Moment Resisting Frame roof Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:l 14 Type: Special Moment Resisting Frame roof Size:W24X103 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam: 119 Type: Special Moment Resisting Frame roof Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 19/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Raise up fl Column: 49 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column: 50 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column: 52 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 53 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 54 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 55 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 20/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD ______ py^j^gj^. 5Q QQ 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Beam:117 Type: Special Moment Resisting Frame Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — NG Story:Raise up fl Beam: 121 Type: Special Moment Resisting Frame Size:W21XlU Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Beam:123 Type: Special Moment Resisting Frame i Size:W2lXlll Fy(ksi): 50.00 j 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK j 9.8 Lateral Bracing of Beams — OK i Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 21/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #13: Story:Roof Column: 4 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Colunm SpHces Story:Roof Column: 5 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices ™ OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Roof Beam: 7 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 4 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Column Splices Story:Raise course Column: 5 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Seismic Provisions Member Code Check Summary RAM Frame vl4.04.05.00 Page 22/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r-1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 1 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations 9.7b Unrestrained Joint — OK 9.9 Column SpHces Column: 2 Type: Special Moment Resisting Frame OK Story:Mezz+Low roof Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations 9.7b Unresfrained Joint — OK 9.9 Column SpHces Column: 3 Type: Special Moment Resisting Frame - OK Story: Mezz+Low roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Column: 6 Type: Special Moment Resisting Frame Story:Mezz+Low roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK Column: 7 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 23/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AJSC341-05 - LRFD 9.9 Column Splices Story:Mezz+Low Beam: 1 Type: Special Moment Resisting Frame roof Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam: 8 Type: Special Moment Resisting Frame roof Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam: 14 Type: Special Moment Resisting Frame roof Size:W14X132 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Column: 1 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 2 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm SpHces Story:Raise up fl Column: 3 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 24/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (i=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column: 6 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 46.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 7 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Beam: 1 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 25/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #21: Story:Roof Column: 48 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 56 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story;Roof Beam: 186 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 49 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Raise course Column: 59 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Beam: 18 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 26/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Size:W27X94 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Column: 17 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 46.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Mezz+Low Column: 25 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 33 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 65 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Seismic Provisions Member Code Check Summarv RAM Frame v 14.04.05.00 Page 27/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 71 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 83 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Beam: 43 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam: 79 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:204 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:226 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 28/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raisc up fl Column: 28 Type: Special Moment Resisting Frame Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 38 Type: Special Moment Resisting Frame Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column: 48 Type: Speciai Moment Resisting Frame Size:W14X193 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 87 Type: Special Moment Resisting Frame Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 96 Type: Special Moment Resisting Frame Size:W14X193 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 29/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc.(r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.7b Umestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column:106 Type: Special Moment Resisting Frame Size:W14X193 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 30/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #22: Story:Roof Column: 13 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitattons — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Roof Column: 17 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 26 Type: Special Moment Resisting Frame | Size:W14X233 Fy(ksi): 50.00 i 8.3 Column Splices — OK | 8.4 Column Splices 1 9.4 Beam and Column Limitations — OK \ 9.7b Unresfrained Joint — OK | 9.9 Column Splices | ) I j Story:Roof Column: 31 Type: Special Moment Resisting Frame | Size:Wl4X233 Fy(ksi): 50.00 | 8.3 Colunm SpHces — OK \ 8.4 Column Splices 9.4 Beam and Column Limitations — OK \ 9.7b Unrestrained Joint — OK 9.9 Column Splices i I ! Story:Roof Column: 49 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 31/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Roof Column: 57 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Roof Beam: 52 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Colurrm Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:103 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:187 Type: Special Moment Resisting Frame | Size:W27X94 Fy(ksi): 50.00 \ 9.2 Beam-to-Column Joints and Connections } 9.4 Beam and Column Limitations — OK | 9.8 Lateral Bracing of Beams — OK i i I 1 Story:Raise course Column: 13 Type: Special Moment Resisting Frame | Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Column: 17 Type: Special Moment Resisting Frame | Size:W14X233 Fy(ksi): 50.00 j 8.3 Column SpHces — OK { 8.4 Column Splices j 9.4 Beam and Column Limitations — OK j 9.7b Unrestrained Joint — OK j 9.9 Column Splices i Seismic Provisions Member Code Check Summarv RAM Frame v 14.04.05.00 Page 32/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Raise course Column: 26 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Column: 30 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 51 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise course Column: 61 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Colunm Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 19 Type: Special Moment Resisting Frame roof Size:Wl 4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 33/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 26 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Column: 45 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Column: 51 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Mezz+Low Column: 73 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 85 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 34/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.9 Column SpHces Story;Mezz+Low Beam: 46 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:148 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:236 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Column: 30 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Raise up fl Column: 39 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Colunm SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Raise up fl Column: 59 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 35/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 8.3 Colunm Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 69 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 98 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:108 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Colunm Splices Story:Raise up fl Beam: 55 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 36/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #23l Story:Roof Column: 50 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices Story:Roof Column: 58 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Roof Beam: 189 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-CoIumn Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 52 Type: Special Moment Resisting Frame Size:W14X233 ¥y (ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise course Column: 62 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 37/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 74 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 86 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 94 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 j 8.3 Column Splices — OK l 8.4 Column Splices | 9.4 Beam and Column Limitations — OK | 9.7b Unresfrained Joint — OK f 9.9 Colunm SpHces ( Story:Mezz+Low Beam:239 Type: Special Moment Resisting Frame I roof I Size:W27X94 Fy(ksi): 50.00 I 9.2 Beam-to-Column Joints and Connections I 9.4 Beam and Colunm Limitations — OK I 9.8 Lateral Bracing of Beams — OK i Story:Mezz+Low Beam:288 Type: Special Moment Resisting Frame | roof i Size:W27X94 Fy(ksi): 50.00 1 9.2 Beam-to-Colunm Joints and Connections | 9.4 Beam and Column Limitations — OK i 9.8 Lateral Bracing of Beams — OK | I i i Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 38/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Raise up fl Column: 99 Type: Special Moment Resisting Frame Size.-Wl4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 109 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:119 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Seismic Provisions Member Code Check Summarv RAM Frame v 14.04.05.00 Page 39/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l.25, 0=3) 10/14/13 17:45:51 Building Code; IBC Steel Code: AISC341-05 - LRFD Frame #24: Story:Roof Column: 27 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Roof Column: 33 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Roof Column: 45 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column SpHces Story:Roof Column: 59 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Colunm Splices Stoiy:Roof Column: 65 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces m RAM Seismic Provisions Member Code Check Summarv RAM Frame V 14.04.05.00 Page 40/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25,0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Roof Beam:106 Type: Special Moment Resisting Frame Size:Wl8X86 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:l26 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:220 Type: Special Moment Resisting Frame Size:W18X86 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 27 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.9 Column SpHces Story:Raise course Column: 32 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices 8.3 Column Splices — OK | 8.4 Column Splices | 9.4 Beam and Column Limitations — OK | 9.7b Unrestrained Joint — OK r Story:Raise course Column: 45 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK [ 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Colunm Splices i Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 41/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (i-1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Raise course Column: 63 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise course Column: 71 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Column: 46 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces -- OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 53 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 59 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Seismic Provisions Member Code Check Summarv RAM Frame vl 4.04.05.00 Page 42/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Column: 67 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 87 Type: Special Moment Resisting Frame roof Size:Wl 4X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Mezz+Low Column: 95 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Mezz+Low Beam:150 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:167 Type: Special Moment Resisting Frame roof Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 43/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Mezz+Low Beam:183 Type: Special Moment Resisting Frame roof Size:W24X76 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:290 Type: Special Moment Resisting Frame roof Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Column: 61 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK \ 9.7b Unrestrained Joint — OK 1 9.9 Column Splices | Story:Raise up fl Column: 72 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 80 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 90 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 44/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Column:110 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:120 Type: Special Moment Resisting Frame Size:Wl 4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column SpHces Story:Raise up fl Beam: 148 Type: Special Moment Resisting Frame Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Beam: 165 Type: Special Moment Resisting Frame Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Latera! Bracing of Beams — OK Story:Raise up fl Beam: 179 Type: Special Moment Resisting Frame Size:W24X103 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Colunm Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Beam:229 Type: Special Moment Resisting Frame Size:W24X103 Fy (ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 45/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 46/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #25: Story:Roof Column: 25 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Roof Column: 28 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Colunm Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Column Splices Story:Roof Column: 55 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 | 8.3 Column Splices — OK 8.4 Column Splices | 9.4 Beam and Column Limitations — OK I 9.7b Unrestrained Joint — OK \ 9.9 Column SpHces \ Story:Roof Column: 61 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — NG 9.9 Column SpHces Story:Roof Beam: 93 Type: Special Moment Resisting Frame Size:W27X94 Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Roof Beam:205 Type: Special Moment Resisting Frame Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 47/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD Size:W27X94 Fy (ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise course Column: 25 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story :Raise course Column: 28 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — NG 9.9 Column SpHces Story:Raise course Column: 57 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Raise course Column: 65 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — NG 9.9 Column SpHces Story:Mezz+Low Column: 40 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK Seismic Provisions Member Code Check Summary RAM Frame V 14.04.05.00 Page 48/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341-05 - LRFD 8.4 Colunm SpHces 9.4 Beam and Colunm Limitattons — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices Story:Mezz+Low Column: 48 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Story:Mezz+Low Column: 79 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column SpHces 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — OK 9.9 Column Splices | Story:Mezz+Low Column: 90 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Colunm Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — Additional Check Required 9.9 Column Splices Story:Mezz+Low Beam:126 Type: Special Moment Resisting Frame roof Size:W21 XIU Fy(ksi): 50.00 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Mezz+Low Beam:258 Type: Special Moment Resisting Frame roof Size.W21XlU Fy(ksi): 50.00 Seismic Provisions Member Code Check Summarv RAM Frame vl4.04.05.00 Page 49/49 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:45:51 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.2 Beam-to-Column Joints and Connections 9.4 Beam and Column Limitations — OK 9.8 Lateral Bracing of Beams — OK Story:Raise up fl Column:140 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise up fl Column: 141 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Story:Raise up fl Column: 142 Type: Special Moment Resisting Frame Size:W]4X233 Fy(ksi): 50.00 8.3 Column SpHces — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unresfrained Joint — OK 9.9 Column Splices Story:Raise up fl Column:143 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 8.3 Column Splices — OK 8.4 Column Splices 9.4 Beam and Column Limitations — OK 9.7b Unrestrained Joint — Additional Check Required 9.9 Column Splices Seismic Provisions Joint Code Check Summarv , . RAM Frame vl4.04.05.00 ' i DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #1: Story;Roof Joint: 32 Type: Special Moment Resisting Frame Size:W 14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 33 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 34 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 35 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise course Joint: 67 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Cormections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 2/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Raise course Joint: 68 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:126 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:131 Type: Special Moment Resisting Frame roof Size:W14X283 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.750 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 133 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 2.125 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:134 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 3/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Web plate thickness (in) = 0.375 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 135 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.500 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:136 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — Caution Story:Raise up fl Joint:195 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Raise up fl Joint: 196 Type: Speciai Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — Caution Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 4/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #4: Story:Roof Joint: 21 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connecttons: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 22 Type: Special Moment Resisting Frame Size:Wl 4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 23 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.500 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Roof Joint: 24 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:104 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Seismic Provisions Joint Code Check Summary RAM Frame vl4.04.05.00 Page 5/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:105 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.875 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 106 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.875 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:107 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resframed Beam-to-Column Connection — OK Story:Raise up fl Joint:173 Type: Special Moment Resisting Frame Si2e:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Colunan Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Raise up fl Joint: 174 Type: Special Moment Resisting Frame Si2e:W14X233 Fy(ksi): 50.00 Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 6/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.2a Cormection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 2.000 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Raise up fl Joint:175 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 2.000 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint:176 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 7/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #5: Story:Roof Joint: 15 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 16 Type: Special Moment Resisting Frame | Size:W14X233 Fy(ksi): 50.00 | 9.2a Connection Required Shear Strength 1 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Column Connection — OK [ f- Story:Mezz+Low Joint: 94 Type: Special Moment Resisting Frame j roof I Size:W14X233 Fy(ksi): 50.00 [ 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK j 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Column Connection — OK | Story:Mezz+Low Joint: 95 Type: Special Moment Resisting Frame I roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.250 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 96 Type: Special Moment Resisting Frame | roof I Size:W14X233 Fy(ksi): 50.00 I 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 8/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Seismic Provisions Joint Code Check Summarv Flv RAM Frame vl4.04.05.00 Page 9/27 imil DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 \ i Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #9: Story:Roof Joint: 5 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 6 Type: Special Moment Resisting Frame Size:Wl4X283 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 8 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Cormections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 81 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Story:Roof Joint: 7 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 I 9.2a Connectton Required Shear Strength f 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Web plate thickness (in) = 0.500 | 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 10/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (i=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 82 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connecttons: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9,6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 83 Type: Special Moment Resisting Frame roof Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9,3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 84 Type: Special Moment Resisting Frame roof Size:W14X283 Fy (ksi): 50.00 f 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners j 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Web plate thickness (in) = 1.125 • | 9.6 Column-Beam Moment Ratio — OK \ 9.7a Restrained Beam-to-Column Connection — OK f Story:Mezz+Low Joint: 85 Type: Special Moment Resisting Frame j roof I Size:W14X283 Fy(ksi): 50.00 9.2a Connection Required Shear Strength | 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK } Web plate thickness (in) =1.125 I 9.6 Column-Beam Moment Ratio — OK ! 9.7a Resfrained Beam-to-Column Connection — OK I Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 11/27 null DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 ! Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Mezz+Low Joint: 86 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint:151 Type: Special Moment Resisting Frame I Size:W14X233 Fy(ksi): 50.00 | 9.2a Connection Required Shear Strength | 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK | 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK i 9.6 Column-Beam Moment Ratio — OK t 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint:152 Type: Special Moment Resisting Frame Size:W14X283 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK Witii Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.125 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-CoIumn Connection — OK Story:Raise up fl Joint: 153 Type: Special Moment Resisting Frame i Size:Wl 4X283 Fy(ksi); 50.00 | 9.2a Connection Required Shear Strength | 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners | 9.3b Panel-Zone of Beam-to-Column Coimections: Thickness — OK f Web plate thickness (in) = 1.250 j 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Column Connection — OK I Story:Raise up fl Joint:154 Type: Special Moment Resisting Frame i Size:W14X233 Fy(ksi): 50.00 | 9.2a Connection Required Shear Strengtii ] 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK j 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK i 9.6 Column-Beam Moment Ratio — OK | 9.7a Resfrained Beam-to-Column Connection — OK \ I Seismic Provisions Joint Code Check Summary RAM Frame vl4.04.05.00 Page 12/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #13: Story:Roof Joint: 1 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Roof Joint: 2 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 71 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint: 72 Type: Special Moment Resisting Frame | roof 1 Size:W14X233 Fy(ksi): 50.00 } 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK Witii Web Plate / Stiffeners j 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Web plate thickness (in) = 0.500 [ 9.6 Colunm-Beam Moment Ratio — OK i 9.7a Resfrained Beam-to-Column Connection — OK I Story:Mezz+Low Joint: 73 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Coimections: Thickness — OK Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 13/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 74 Type: Special Moment Resisting Frame i roof I Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Web plate tiiickness (in) = 0.500 1 9.6 Column-Beam Moment Ratio — OK i 9.7a Restrained Beam-to-Column Connection — Caution f i i I I Story:Mezz+Low Joint: 75 Type: Special Moment Resisting Frame i roof 1 Size:W14X233 Fy(ksi): 50.00 | 9.2a Connection Required Shear Strength f 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners f 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK l Web plate thickness (in) = 0.500 I 9.6 Column-Beam Moment Ratio — OK I 9.7a Restrained Beam-to-Column Connection — OK I Story:Raise up fl Joint:140 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 46.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint:l41 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50,00 9.2a Coimection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 14/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25,0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #21: Story:Roof Joint: 18 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 26 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Raise course Joint: 53 Type: Special Moment Resisting Frame Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK StoryrRaise course Joint: 61 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 76 Type: Special Moment Resisting Frame roof I Size:W14X193 Fy(ksi): 46.00 [ 9.2a Connection Required Shear Sfrength | 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners I 9.3b Panel-Zone of Beam-to-Column Cormections: Thickness — OK \ Web plate thickness (in) = 0.500 [ 9.6 Colunm-Beam Moment Ratio — OK I Seismic Provisions Joint Code Check Summarv RAM Frame v 14.04.05.00 Page 15/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 78 Type: Special Moment Resisting Frame roof Size:W14X193 Fy (ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strengtii — OK Witii Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 80 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3 b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK t Story:Mezz+Low Joint: 97 Type: Special Moment Resisting Frame | roof I Size:W14X193 Fy(ksi): 50.00 | 9.2a Connection Required Shear Sfrength | 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK i 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK I 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Colunm Connection — NG 1 Story:Mezz+Low Joint: 99 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-CoIumn Connections: Thickness — OK Web plate thickness (in) = 1.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame v 14.04.05.00 Page 16/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Joint:109 Type: Special Moment Resisting Frame roof Size:W14X193 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 17/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #22: Story:Roof Joint: 3 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Roof Joint: 4 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Roof Joint: 10 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 | 9.2a Connection Required Shear Strength | 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK I 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | 9.6 Column-Beam Moment Ratio — OK I 9.7a Restrained Beam-to-Column Connection — OK | Story:Roof Joint: 13 Type: Special Moment Resisting Frarae Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 19 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame v 14.04.05.00 Page 18/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Roof Joint: 27 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint: 77 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint: 79 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint: 88 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 91 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 19/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Story:Mezz+Low Joint:102 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint:112 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story :Raise up fl Joint: 145 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 f 9.2a Connection Required Shear Sfrength | 9.3a Panel-Zone of Beam-to-Colunm Connections: Strengtii — OK | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | 9.6 Column-Beam Moment Ratio — OK I 9.7a Resfrained Beam-to-Column Connection — OK I Story:Raise up fl Joint:147 Type: Special Moment Resisting Frame Size:Wl 4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 20/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #23: Story:Roof Joint: 20 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Roof Joint: 28 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 103 Type: Special Moment Resisting Frame roof Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story :Mezz+Low Joint:113 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 j 9.2a Connection Required Shear Strength S 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK With Web Plate / Stiffeners j 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK | Web plate thickness (in) = 1.500 \ 9.6 Colunm-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint:120 Type: Special Moment Resisting Frame roof Size:Wl 4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength \ 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK i 9.3b Panel-Zone of Beam-to-CoIumn Connections: Thickness — OK { Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 21/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=l .25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: A1SC341-05 - LRFD 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame V 14.04.05.00 Page 22/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r--1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD Frame #24: Story:Roof Joint: 11 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 14 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.125 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Roof Joint: 17 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Coimection — OK Story:Roof Joint: 29 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Roof Joint: 31 Type: Special Moment Resisting Frame Size:W14X233 Fy (ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 23/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Story:Mezz+Low Joint: 89 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9,3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Colunm Connecttons: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 92 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.125 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 93 Type: Special Moment Resisting Frame | roof I Size:W14X233 Fy(ksi): 50.00 f 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK I Web plate thickness (in) = 0.500 I 9.6 Column-Beam Moment Ratio — OK I 9.7a Resfrained Beam-to-Column Connection — OK I f I Story:Mezz+Low Joint: 98 Type: Special Moment Resisting Frame | roof I Size:W14X233 Fy (ksi): 50.00 j 9.2a Connection Required Shear Strength f 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK | 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK f 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Column Connection — OK I Story:Mezz+Low Joint: 114 Type: Special Moment Resisting Frame I roof I Size:W14X233 Fy(ksi): 50.00 | 9.2a Connection Required Shear Strength I 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK f Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 24/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 121 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint: 157 Type: Special Moment Resisting Frame Size:Wl 4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Raise up fl Joint: 160 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Raise up fl Joint: 161 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 1.500 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Column Connection — OK Story:Raise up fl Joint: 167 Type: Special Moment Resisting Frame Size:Wl 4X233 Fy(ksi): 50.00 Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 25/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341-05 - LRFD 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Story:Raise up fl Joint:182 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Raise up fl Joint:188 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 26/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD Frame #25: Story:Roof Joint: 9 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Cormections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Column Connection — OK Story:Roof Joint: 12 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Colunm Connections: Sfrength — OK 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Roof Joint: 25 Type: Special Moment Resisting Frame Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK | 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK 9.6 Column-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Roof Joint: 30 Type: Special Moment Resisting Frame | Size:W14X233 Fy(ksi): 50.00 j 9.2a Connection Required Shear Sfrength j 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK | 9.3b Panel-Zone of Beam-to-CoIumn Connections: Thickness — OK | 9.6 Column-Beam Moment Ratio — OK 1 9.7a Resfrained Beam-to-Column Connection — OK I Story:Mezz+Low Joint: 87 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate tiiickness (in) = 0.375 9.6 Column-Beam Moment Ratio — OK Seismic Provisions Joint Code Check Summarv RAM Frame vl4.04.05.00 Page 27/27 DataBase: 13903 Regal Cinemas 12 at PCR-26-SMF-conc (r=1.25, 0=3) 10/14/13 17:51:31 Building Code: IBC Steel Code: AISC341 -05 - LRFD 9.7a Restrained Beam-to-Column Connection — OK Story:Mezz+Low Joint: 90 Type: Special Moment Resisting Frame roof Size:Wl4X233 Fy(ksi): 50.00 9.2a Connection Required Shear Strength 9.3a Panel-Zone of Beam-to-Column Connections: Sfrength — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.375 9.6 Column-Beam Moment Ratio — OK 9.7a Restrained Beam-to-Colunm Connection — Caution Story:Mezz+Low Joint: 108 Type: Special Moment Resisting Frame roof Size:W14X233 Fy(ksi): 50.00 9.2a Connection Required Shear Sfrength 9,3a Panel-Zone of Beam-to-Column Connections: Sfrengtii — OK With Web Plate / Stiffeners 9.3b Panel-Zone of Beam-to-Column Connections: Thickness — OK Web plate thickness (in) = 0.375 9.6 Colunm-Beam Moment Ratio — OK 9.7a Resfrained Beam-to-Colunm Connection — OK Story:Mezz+Low Joint: 115 Type: Special Moment Resisting Frame I roof I Size:W14X233 Fy(ksi): 50.00 f 9.2a Connection Required Shear Sfrength l 9.3a Panel-Zone of Beam-to-Column Connections: Strength — OK With Web Plate / Stiffeners \ 9.3b Panel-Zone of Beam-to-Colunm Connections: Thickness — OK j Web plate tiiickness (in) = 0.375 | 9.6 Column-Beam Moment Ratio — OK | 9.7a Restrained Beam-to-Colunm Connection — Caution |