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  1. ENG_33

    Design raft foundation under core in the absence of subgrade modulus

    I am going to design a raft foundation for the core walls in FEA software but subgrade modulus is not provided by geo report. How do I analysis and design it without it? I can use hand calculation to analysis and design like a pad footing but my question is how do I get the moment applied to...
  2. ENG_33

    Moment curvature in weak axis

    Can anyone please tell me when it comes to moment curvature analysis why do we focus on the strong axis of the walls only? Don’t we need to examine the displacement capability of the wall in weak direction more? I understand that the moment in weak axis can be ignore but the point of moment...
  3. ENG_33

    Step down in slab detail

    Can anyone tell me how wide the soffit has to be for step downs in one way RC slab and why? Also do you see any issue with the connection below? Thank you.

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