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  1. Aaouatiffaisal

    Seismic Design: Detailing Load-Bearing Wall not to take Seismic Shear

    I think that it's not realistic to design a wall as bearing one , and at the same time assume it's "non seismic". It will always participate to lateral resitance system. I guess the only way to proceed ( a work around ) is to realise a wall with thickness smaller that the minimum required by the...
  2. Aaouatiffaisal

    Retaining an earth strip

    Hi , I've seen some answers just after posting my request...[wink] Thank you very much
  3. Aaouatiffaisal

    Retaining an earth strip

    Hi I was wondering how to calculate/estimate the soil pressure under a wall if any ( the soil less than 1.00m with, is stranded between the wall and rock ). please take a look at the image below. thank you.
  4. Aaouatiffaisal

    Soil pressure

    Hi I was wondering how to calculate/estimate the soil pressure under a wall if any ( the soil less than 1.00m with, is stranded between the wall and rock ). please take a look at the image below. thank you.

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