Hi Sir,
I'm doing lifting analysis now but some members fails in code check as per AISC-ASD code. Kindly help to answer my queries below for my analysis model:
1. My analysis model pass the code check using AISC-360-16 but fails in AISC-ASD. May I know whats the difference between the two codes?Does AISC-ASD can be used for wide flange beam members?
2. One member has failed the code check using AISC-ASD code but when check the combined stress it passes the allowable yield stress limit.Whats the possible behind its failure?
3. As shown in the table below, the member fails in AISC-H1-1 9 (clause),Is there any way to skid and ignore the code for this members will pass?considering Ive set the MAIN and TMAIN parameters to 1.
I hope that you can answer my queries regarding issues above for my analysis model.
thanks and regards,
Markim