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.
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.
What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ?