excess reinforcement in beams

F

ftoprak58

New Member
It throws additional reinforcement in the beams that will not fit in the cross-section and does not indicate any problems.
 
Hello, In the program, maximum percentage control is carried out on the beams. If reinforcement area/section area calculated in a section is less than the maximum marginal value entered in the beam parameters, it does not give a warning about that beam. If it is thought that the outgoing reinforcement will not fit into the cross-section, double row or bundle reinforcement can be applied. Here, the initiative belongs to the engineer. Double row reinforcement placement is not done automatically in the program. Note: There are perimeter curtains on the 1st basement floor in the project. Therefore, the floor can be considered rigid. For this, "Upper rigid basement number" -1 must be entered in Analysis Settings. Good work
 
I gave you information about the operation of the program. The fittings have come out a lot for this reason, etc. I did not comment on the improvement of your carrier system, such as Could you please share the error you think with us and the forum users?
 
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