How can I fix the shear safety problem in beams? One of my beams on the ground floor exceeds Nmax How can I deal with the problem of insufficient reinforcement beams and floors?
How can I fix the shear safety problem in beams One beam on the ground floor exceeds Nmax How can I handle the problem of beams and floors with insufficient reinforcement?
Hello, column-beam region shear safety problem, column size or it can be solved by increasing the beam width. Sometimes rotating the column can also be a solution. Exceeding the Nmax of the beam means that the beam receives more normal force than the earthquake code limits. Increasing the beam size or making system changes that will cause less normal force to the beam may solve the problem. Insufficient reinforcement The problem in beams and floors can be solved by increasing the diameter of the reinforcement or the number of additions.
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