ThomasH
Structural
- Feb 6, 2003
- 1,192
Hi all
I have a problem when using STAAD with LRFD code. Basically what happens is that when designing a HSST section I get shear as the critical condition when the shear force is very low. It seems to work with other national codes but not with US codes.
Has anybody experienced anything similar? I use STAAD 2003 build 1004.US.REL.
Thomas
I have a problem when using STAAD with LRFD code. Basically what happens is that when designing a HSST section I get shear as the critical condition when the shear force is very low. It seems to work with other national codes but not with US codes.
Has anybody experienced anything similar? I use STAAD 2003 build 1004.US.REL.
Thomas