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  • Users: M_U
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  1. M_U

    Strain in compression rebar of doubly reinforced beams.

    Hi, I am little confused with values of the strains in the compression rebars in doubly reinforced beam. Is there any limit on the strain of the rebars. Should the stress be within yield stress or it may exceed yield stress values. If the stress in rebars exceed the yield strength, then the...
  2. M_U

    SAFE not considering opening in punching calculation when the opening is near the face of column.

    I have a small opening which is at the face of the column. While calculating punching shear the software is not reducing the punching perimeter. The size of column is 24" x24". The slab is 8" thick. and the opening is 8"x8". I have attached the screenshots. Does any have idea about this...

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