Hi
I used Sap 2000 v14 for steel modeling .
I modeled a 7 story building .The x Direction frame is moment frame and the Y Direction frame is simple frame with bracement.
But after the run,beams of moment frame had negligible shear and moment near zero.
the quastion is why?plz help me.
Am I...
Hi
I used Sap 2000 v14 for steel modeling .
I modeled a 7 story building .The x Direction frame is moment frame and the Y Direction frame is simple frame with bracement.
But after the run,beams of moment frame had negligible shear and moment near zero.
the quastion is why?plz help me.
Am I...