Is it possible to extract the member end forces thru OPEN STAAD for concrete members.
If yes how ?
Thank you.
Hi,
You can use the following OpenSTAAD function to extract the member end forces:
Output.GetMemberEndForces MemberNo, End, LoadCase, ForceArray
Where:
Answer Verified By: ivadtala
Dear Sir,
On a similar note, can we get Design results also through OpenSTAAD (for example, Main Reinf required and ties required for Column design and Top/Btm steel and stirrups at a designed section)
Thanks in advance
Arunkumar