subbu1985
Structural
- Feb 17, 2009
- 14
Hi !!!
I'm new to STAAD and I'm analysing a Mat using plates. I've some queries...
1) Whether plate stresses SQX,SQY are One Way stresses or Two Stresses?
2) Whether SQX,SQY can be used for checking punching shear in a mat??? If not what is the best to check for punching shear using STAAD?
I'm new to STAAD and I'm analysing a Mat using plates. I've some queries...
1) Whether plate stresses SQX,SQY are One Way stresses or Two Stresses?
2) Whether SQX,SQY can be used for checking punching shear in a mat??? If not what is the best to check for punching shear using STAAD?