Results for SCBF using SAP2000
Results for SCBF using SAP2000
(OP)
I applied an EQ. to a SCBF (please see attached for sketch) in SAP and had a few questions regarding the results. Appreciate if you guys can help me out.
1. For the girder, I am not getting any moments nor shear.
2. The girder has torsion. Obtained a value of 1.1 lb-ft.
3. Not getting moments nor shear in the brace.
4. The brace has a torsion of about 156 lb-ft.
5. The columns have torsion. Getting a value of about 0.74 lb-ft.
Do these results make sense?
Thanks
1. For the girder, I am not getting any moments nor shear.
2. The girder has torsion. Obtained a value of 1.1 lb-ft.
3. Not getting moments nor shear in the brace.
4. The brace has a torsion of about 156 lb-ft.
5. The columns have torsion. Getting a value of about 0.74 lb-ft.
Do these results make sense?
Thanks






RE: Results for SCBF using SAP2000
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Results for SCBF using SAP2000
Really appreciate your help
RE: Results for SCBF using SAP2000
RE: Results for SCBF using SAP2000
Appreciate your help.