Fs 2
- 1. e=600mm 300.150.10.14 Fy388
PERFORM PUSH-OVER RESULTS
Structure = 2 (FULL SCALE 4 m (profil undagi))
Analysis Series = 1 ()
Load Case = [2] = [1] + PUSH LINK CP
CAPACITY CURVE
Column 1 = Reference Drift
Column 2 = Base Shear
0,0
1.738773E-03,4207614
2.122259E-03,5048414
2.505745E-03,5851965
2.543375E-03,5930815