If i design Concrete plates in Staad pro C.E using BS 8007,does the software check for shear directly or i have to do it manually?
Shear check is not performed in BS 8007 in STAAD.Pro CE batch mode.
MISSING RESOURCE: VerifiedBy Joseph Lucas Magare
Is there any technical manual demonstrating the design of plates using BS 8007,or any Ondemand video?
Why do Staad pro plates deisgned for center stress Mx and My and not corner stress?because in reality the nodes which are present will be acting as a whole slab and not segmented as shown in software?
What do you mean by saying "it does not assign"? Can you attach the model?
staad file attachment
May you help me for serviceability interpretation report
what does this mean?
Why do Staad pro plates designed for center stress Mx and My and not corner stress? because in reality the nodes which are present will be acting as a whole slab and not segmented as shown in software?
Here is additional piece of information which I was able to find for BS8007 implementation.
With regards to center stresses, check an explanation provided by SKLose in this discussion: Plate Center Stresses vs. Plate Corner Stresses - RAM | STAAD Forum - RAM | STAAD - Bentley Communities
And i saw another Ondemand video from Paul Dela Rosa he was adding Mx + Myx = to get design moment
And My + Myx = To get another design moment and perform design Manually.
why does Staad design plates with Mx and My only?