Project Job Number Engineer

SAP2000 Steel Design

SAP2000 v15.1.0 - File:C:\Users\pp\Desktop\SAP Pondasi\SAP 1 December 9, 2015 22:44

AISC-LRFD99 STEEL SECTION CHECK Combo : Envelope Units : N, mm, C

Frame : 102 Design Sect: L100.100.10 X Mid : 5500.000 Design Type: Beam Y Mid : 1000.000 Frame Type : Ordinary Moment Frame Z Mid : 600.000 Sect Class : Non-Compact Length : 1000.000 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 0.000 RLLF : 1.000

Area : 1900.000 SMajor : 25240.467 rMajor : 30.780 AVMajor: 1000.000 IMajor : 1800043.860 SMinor : 25240.467 rMinor : 30.780 AVMinor: 1000.000 IMinor : 1800043.860 ZMajor : 45475.000 rMax : 38.837 E : 200000.000 Ixy : -1065789.474 ZMinor : 45475.000 rMin : 19.658 Fy : 240.000 Theta : 45.000

STRESS CHECK FORCES & MOMENTS Location Pu Mu33 Mu22 Vu2 Vu3 Tu 0.000 -211943.977 1016665.764 -825286.981 -224.224 -239.044 -8163.007

PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (SAM 6-1a) 0.799 = 0.593 + 0.009 + 0.197 1.000 OK

AXIAL FORCE DESIGN Pu phi*Pnc phi*Pnt Force Capacity Capacity Axial -211943.977 357582.596 410400.000

MOMENT DESIGN Mu phi*Mn Cm B1 B2 K L Cb Moment Capacity Factor Factor Factor Factor Factor Factor Major Moment 135325.235 13131397.19 0.850 1.000 1.000 1.000 1.000 1.000 Minor Moment -1302457.28 5864536.052 0.850 1.000 1.000 1.000 1.000

SHEAR DESIGN Vu phi*Vn Stress Status Tu Force Capacity Ratio Check Torsion Major Shear 224.224 129600.000 0.002 OK 0.000 Minor Shear 1757.782 129600.000 0.014 OK 0.000

CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Left Right Major (V2) -224.224 406.937