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Found 3 results

  1. Shahzad Khan
    Aoa, Can some one help me how to model and simulate 135 Degree hooks and stirrups in ABAQUS/CAE?
  2. Rifat
    As salamu alikum,Why does a 135° hook of specified length is recommended for closedstirrups in beams/columns? Why not we use 120° or 130° hook?Can you explain this?Thanks in advanced.
  3. myasirkaram@gmail.com
    How can we calculate As for stirrups(shear reinforcement) and spacing for stirrups for beam section in SAP.
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