Dear sir,
What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ?
regards
ramakumar
Mr. Nihesh.
I am attaching the staad file as told you. I am using the staad pro version 20.07.03.16.
The out put file for column design for some columns is saying" **** ITERATIONS EXCEED 500. WHILE CALCULATING COLUMN MOMENT CAPACITY.
I would also like to know whether any report /data is available listing the errors,warning and the reasons for their occurance.
Hi
How a RCC Column subjected to Axial Tension plus biaxial bending moment is designed ? Is it the same way as for Axial Compression with biaxial bending moments. ....Concrete portion is not working in tension case.. Please help me out.
Bijay
Dear Sirs,
Sorry for digging up such an old topic. But I came across this thread on searching for this warning. I am confused by this response. Theoretically, I would assume that if the warning is an indicator of member having failed, the output should not include results (Steel reinforcement required). However, the output is including required reinforcement (and it is not necessarily near 4% - in some cases it is less than 3%). Please clarify.
Thanks in advance
Arunkumar Srinivasan