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Recent content by FAZPATEL

  1. FAZPATEL

    Why is a decrease in tension lap splice length not allowed for excess reinforcement?

    Cat, What if the hook for splice of the horizontal (shear) reinforcement for shear wall is not confining/cogging around main vertical bars? Do we need remedy for this if minimum straight lap length is met? Thanks.
  2. FAZPATEL

    Post Elastic Inter-Storey drifts limits

    Hi, Please explain what is the limit of post elastic inter-story drifts limits? Thanks
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