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  • Users: cn12dn
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  1. cn12dn

    Fixed and simply supported RC beam behaviour

    Hi all, Typically, if we had a reinforced concrete beam spanning between two RC columns, cast monolithic, we could treat the beam as fixed-fixed and provide mid-span bottom reinforcement and top reinforcement near the supports. However, if we decide to design the beam conservatively as simply...
  2. cn12dn

    RC Shear Wall Lateral Load Distribution

    Hi KootK, Thanks for the reply. I had a look for some information on instantaneous rotation method for bolt groups. Do you have any good resources you recommend in particular?
  3. cn12dn

    RC Shear Wall Lateral Load Distribution

    Hi all, I'm working through an example of distribution lateral load into shear walls depending on their relative displacement. The example is from Reynold's Concrete Design Handbook, but I am struggling to understand the derivation behind an equation they are using to calculate the amount of...
  4. cn12dn

    Modelling a reduced beam section in SAP2000

    Hi, I'm performing a pushover analysis and I want to assign hinges to the frame that represent reduced beam sections, based upon a bi-linear moment-rotation curve I have, giving a yield moment/rotation and ultimate moment/rotation. I create a user defined hinge based on pure moment M3, but I...

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