behavior study of top seat angle steel beam to column
TRANSCRIPT
M = Load factor 0.5 L× ×
+6.038e+08 +5.535e+08 +5.032e+08 +4.529e+08 +4.027e+08 +3.524e+08 +3.021e+08 +2.518e+08 +2.015e+08 +1.513e+08 +1.010e+08 +5.071e+08 +4.301e+08
S. Mises (Avg.: 75%)
X
Y
+6.038e+08 +5.539e+08 +5.040e+08 +4.542e+08 +4.043e+08 +3.544e+08 +3.046e+08 +2.547e+08 +2.048e+08 +1.550e+08 +1.051e+08 +5.526e+07 +5.392e+06
X
Y
S, Mises (Avg.: 75%)
Z
h
L = 850 mm Dxt
Dy
Node 556
Node 625
Dxd
Ø
+8.926e+08 +8.185e+08 +7.444e+08 +6.703e+08 +5.961e+08 +5.220e+08 +4.479e+08 +3.738e+08 +2.997e+08 +2.255e+08 +1.514e+08 +7.731e+07 +3.196e+06
S, Mises
(Avg.: 75%)
Y
Z X
+8.926e+08 +8.183e+08 +7.440e+08 +6.697e+08 +5.954e+08 +5.210e+08 +4.467e+08 +3.724e+08 +2.981e+08 +2.238e+08 +1.495e+08 +7.516e+07 +8.441e+05
S, Mises
(Avg.: 75%)
Y
Z