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  1. Chris2448

    Finding the deflection of a deep beam with 2 point symmetric loading

    Hi, After researching I found a formula by Timoshenko (1957) and Burland and Wroth (1974) deflection of a central load on a deep beam. I'm wondering if there is a similar style formula for a symmetric two point loading on a deep beam which calculates the deflection? Would appreciate all the help!
  2. Chris2448

    Strand 7 settlement help

    Hi, I have used strand 7 to model the deflection of a beam when under a point load. However I am trying to see the effect of the deflection when under different ground settlement conditions. I aim to utilise springs when modelling the ground. How can we go about doing this?
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