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  1. geotechengineer1

    Dead load/service load per floor for a building

    Just curious about the application of this rule of thumb that I've seen before - a dead load of 10 kPa per floor for a preliminary estimation of footing loads. I'm working at a new employer in a new country and they insist that you can take 10 kPa per floor as the service load on a footing...

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