Shear error in beam

U

Umut ARSLAN

New Member
Good evening; A problem that I frequently encounter in fully symmetrical buildings is the shear force problem in these short beams, although it does not give an error in the KZ8 beam in the symmetry of the system, it gives this error in the KZ5 beam. The file is in the link.
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Re: CUTTING ERROR IN BEAM Hello, In your project, it is seen that the design shear forces of KZ5 and KZ8 beams are very close to each other in the current situation. If 10' stirrup diameter is selected for beam stirrups and analysis is made in the reinforcement selection dialog, the problem is solved. Note: In the version you are using, the superstructure interactive solution is not made on the rafter raft basis. In case the foundation system is designed as beamless raft, the design shear forces of KZ5 and KZ8 beams are the same. Good work
 
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