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  1. DijonEIT

    Overland Conveyor ASCE 7-05

    I am in the middle of determining seismic loading for the design of overland conveyor bent foundations. We have chosen to identify the structure as an inverted pendulum. In 15.4, I see that the fundamental period (T) of the structure cannot be calculated per the usual 12.8-7, 12.8-8, 12.8-9...

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