Box profile combination

E

ebasakin

New Member
Good day, I am trying to make an elevator tower by making 200*200 columns and 150*150 beams. I could not identify the most suitable combination. Which combination should I use?
 
Hello. There is no design report for these combinations. How can we create the account with idecad steel? Best regards.
 
Hello there; If you have used a joint without a joint report, you can obtain the internal force results you need to calculate the controls of this joint outside the program for the relevant node from the perspective screen right click analysis model section effects tab. Good work.
 
As far as I understand, we will manually calculate the connections that do not have an account report according to the most unsuitable load and design them with these macros, right? also the most unfavorable combination read from the steel design envelope?
 
Hello there; Yes, according to the most unfavorable loading, you should perform the checks of the bolt, weld and plate. You can reach the most unfavorable loading from the steel design envelope. Good work.
 
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