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  • Users: k.aydin
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  1. k.aydin

    Cracked stiffness values in calculation of fundamental period

    Hi all, I am wondering if any property modifiers (cracked stiffness values) are used when calculating the fundamental period of vibration of a building according to ACI 318/ ASCE 7? Regards, Kamil
  2. k.aydin

    Ya know SAP2000, after the design p

    Ya know SAP2000, after the design process, outputs the beam reinforcemnt at three locations: left, middle and right along the beam length. I need to change some of the computed reinforcement as per the design code I am following. Anybody can help me do that? I tried to use the ovewrites, but I...

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