Project PIPE RACK Nº13

Job Number 2012/1228

Engineer DEPARTAMENTO

SAP2000 Steel Design

SAP2000 v15.1.0 - File:D:\CALC. PIPE RACK Nº13\PIPE RACK TOTAL\PIPE_RACK_Nº13_TEC_REUNIDAS junio 5, 2012 14:27

AISC360-05/IBC2006 STEEL SECTION CHECK (Summary for Combo and Station) Units : Kgf, cm, C Frame : 479 X Mid: 300.000 Combo: DSTL1 Design Type: Beam Length: 200.000 Y Mid: 0.000 Shape: IN40X126 Frame Type: Special Moment Frame Loc : 100.000 Z Mid: 1064.500 Class: Compact Princpl Rot: 0.000 degrees Provision: ASD Analysis: Direct Analysis D/C Limit=0.950 2nd Order: General 2nd Order Reduction: Tau-b Fixed AlphaPr/Py=0.001 AlphaPr/Pe=7.E-05 Tau_b=1.000 EA factor=0.800 EI factor=0.800 OmegaB=1.670 OmegaC=1.670 OmegaTY=1.670 OmegaTF=2.000 OmegaV=1.670 OmegaV-RI=1.500 OmegaVT=1.670 A=160.480 I33=50212.828 r33=17.689 S33=2510.641 Av3=110.000 J=209.111 I22=9901.519 r22=7.855 S22=660.101 Av2=32.000 E=2038901.916 fy=2531.051 Ry=1.500 z33=2748.272 Cw=3536921.578 RLLF=1.000 Fu=4077.804 z22=995.696

STRESS CHECK FORCES & MOMENTS (Combo DSTL1) Location Pr Mr33 Mr22 Vr2 Vr3 Tr 100.000 231.082 24247.134 -3683.152 -15.144 4.134 -17.855

PMM DEMAND/CAPACITY RATIO (H1.2,H1-1b) D/C Ratio: 0.009 = 0.000 + 0.006 + 0.002 = (1/2)(Pr/Pc) + (Mr33/Mc33) + (Mr22/Mc22)

AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1.2,H1-1b) Factor L K1 K2 B1 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 1.000 1.000 Lltb Kltb Cb LTB 1.000 1.000 1.032 Pr Pnc/Omega Pnt/Omega Force Capacity Capacity Axial 231.082 233889.029 243223.359 Mr Mn/Omega Mn/Omega Moment Capacity No LTB Major Moment 24247.134 4165278.828 4165278.828 Minor Moment -3683.152 1509076.055

SHEAR CHECK Vr Vn/Omega Stress Status Force Capacity Ratio Check Major Shear 15.144 29099.505 0.001 OK Minor Shear 4.134 120035.456 3.444E-05 OK

CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Left Right Major (V2) 141.105 110.818

Project PIPE RACK Nº13

Job Number 2012/1228

Engineer DEPARTAMENTO

SAP2000 Steel Design

SAP2000 v15.1.0 - File:D:\CALC. PIPE RACK Nº13\PIPE RACK TOTAL\PIPE_RACK_Nº13_TEC_REUNIDAS_Perfil_Americanojunio 5, 2012 14:23

AISC360-05/IBC2006 STEEL SECTION CHECK (Summary for Combo and Station) Units : Kgf, cm, C Frame : 479 X Mid: 300.000 Combo: DSTL1 Design Type: Beam Length: 200.000 Y Mid: 0.000 Shape: 14X99 Frame Type: Special Moment Frame Loc : 100.000 Z Mid: 1064.500 Class: Compact Princpl Rot: 0.000 degrees Provision: ASD Analysis: Direct Analysis D/C Limit=0.950 2nd Order: General 2nd Order Reduction: Tau-b Fixed AlphaPr/Py=0.001 AlphaPr/Pe=5.E-05 Tau_b=1.000 EA factor=0.800 EI factor=0.800 OmegaB=1.670 OmegaC=1.670 OmegaTY=1.670 OmegaTF=2.000 OmegaV=1.670 OmegaV-RI=1.500 OmegaVT=1.670 A=186.105 I33=44774.274 r33=15.511 S33=2518.238 Av3=122.647 J=205.268 I22=16928.980 r22=9.538 S22=911.459 Av2=43.810 E=2038901.916 fy=2531.051 Ry=1.500 z33=2778.536 Cw=4772064.710 RLLF=1.000 Fu=4077.804 z22=1378.781

STRESS CHECK FORCES & MOMENTS (Combo DSTL1) Location Pr Mr33 Mr22 Vr2 Vr3 Tr 100.000 249.603 27397.812 -4839.265 -14.780 5.742 -15.196

PMM DEMAND/CAPACITY RATIO (H1.2,H1-1b) D/C Ratio: 0.009 = 0.000 + 0.007 + 0.002 = (1/2)(Pr/Pc) + (Mr33/Mc33) + (Mr22/Mc22)

AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1.2,H1-1b) Factor L K1 K2 B1 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 1.000 1.000 Lltb Kltb Cb LTB 1.000 1.000 1.033 Pr Pnc/Omega Pnt/Omega Force Capacity Capacity Axial 249.603 274956.351 282060.815 Mr Mn/Omega Mn/Omega Moment Capacity No LTB Major Moment 27397.812 4211146.851 4211146.851 Minor Moment -4839.265 2089678.786

SHEAR CHECK Vr Vn/Omega Stress Status Force Capacity Ratio Check Major Shear 14.780 39838.968 0.000 OK Minor Shear 5.742 133836.273 4.290E-05 OK

CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Left Right Major (V2) 160.854 131.295