Does it make a difference to enter the secondary beams alone or with a macro?

M

memorandum

New Member
Greetings, There are often situations where we cannot define the automatic sub-beam between the beams. In these cases, is there a difference between entering the intermediate sub-beams with a single sub-beam command or using the steel beam command. In both, either the joint or the joint is defined. But when we come to the analysis, it is meaningless to myself. There are results that I cannot explain. Such as deflection in a 1 m secondary beam. What should we do or what could be the problem in the design.
 
You must log in or register to reply here.
Back
Top