Project Job Number Engineer

SAP2000 Steel Design

SAP2000 v15.1.0 - File:C:\Users\pp\Desktop\SAP Pondasi\SAP 1 December 9, 2015 20:51

AISC-LRFD99 STEEL SECTION CHECK Combo : Envelope Units : Kgf, cm, C

Frame : 101 Design Sect: L100.100.10 X Mid : 450.000 Design Type: Beam Y Mid : 100.000 Frame Type : Ordinary Moment Frame Z Mid : 60.000 Sect Class : Non-Compact Length : 100.000 Major Axis : 0.000 degrees counterclockwise from local 3 Loc : 100.000 RLLF : 1.000

Area : 19.000 SMajor : 25.240 rMajor : 3.078 AVMajor: 10.000 IMajor : 180.004 SMinor : 25.240 rMinor : 3.078 AVMinor: 10.000 IMinor : 180.004 ZMajor : 45.475 rMax : 3.884 E : 2039432.384 Ixy : -106.579 ZMinor : 45.475 rMin : 1.966 Fy : 2447.319 Theta : 45.000

STRESS CHECK FORCES & MOMENTS Location Pu Mu33 Mu22 Vu2 Vu3 Tu 100.000 -21915.143 11282.228 -8416.102 -103.873 84.161 -32.758

PMM DEMAND/CAPACITY RATIO Governing Total P MMajor MMinor Ratio Status Equation Ratio Ratio Ratio Ratio Limit Check (SAM 6-1a) 0.822 = 0.601 + 0.013 + 0.207 1.000 OK

AXIAL FORCE DESIGN Pu phi*Pnc phi*Pnt Force Capacity Capacity Axial -21915.143 36463.276 41849.153

MOMENT DESIGN Mu phi*Mn Cm B1 B2 K L Cb Moment Capacity Factor Factor Factor Factor Factor Factor Major Moment 2026.657 133902.983 0.850 1.000 1.000 1.000 1.000 1.000 Minor Moment -13928.823 59801.624 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 103.873 13215.522 0.008 OK 0.000 Minor Shear 84.161 13215.522 0.006 OK 0.000

CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Left Right Major (V2) -121.771 -103.873