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  1. Ayush Atriwal

    Crane load surcharge on retaining wall

    I am designing a 9 ft deep retaining wall which will support the load of a crane 6 ft from its face. From the technical sheet (attached), the weight of the crane is about 211 kips and the maximum base reaction on its belt will be about 52.6 psi (7500 psf). Applying Bousseniq's equation for...

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