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  • Users: Prk_B
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  1. Prk_B

    How to Accurately Model and Analyze PT Transfer Beams with Stub Columns in ETABS to Control Deflctn

    I have a situation where my RCC structure is not exhibiting the desired behavior in ETABS due to the PT transfer beam at the first-floor roof level. Below are the details of the structure: Number of Floors - G+4 Ground Floor Height - 3.2m (Parking) First Floor Height - 6.2m (Mezzanine Floor at...
  2. Prk_B

    Drastic change in all column reinforcement if I change the depth of 1 beam

    Hi everyone, I'm modelling a G+2 building as per IS 456:2000, IS 1893:2016 and IS 875:2015 Part 3. Data Considered: Seismic Zone - III Importance Factor - 1 Response Reduction Factor - 3 Site type -2 Framing Type -Ordinary Frame Basic Wind Speed - 39 m/s Importance factor -1 Risk Coefficient...

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