temporary crane loads on top of retaining wall
temporary crane loads on top of retaining wall
(OP)
I have an existing retaining wall that I need to analyze for a crane load. The retaining wall was designed for a 50 psf surcharge over the heel. How do you determine the additional lateral pressures on the wall for a point load? This would be the only surcharge on the wall when the crane is present. The crane will be on site less than a day. The wall can be braced with pipe braces if necessary.





RE: temporary crane loads on top of retaining wall
RE: temporary crane loads on top of retaining wall
I do not have a copy of this document. Could you provide a PDF of that page?
RE: temporary crane loads on top of retaining wall
f-d
¡papá gordo ain't no madre flaca!
RE: temporary crane loads on top of retaining wall
When analysing, i.e when using the horizontal loads, use undrained soil parameters for cohesive soils and drained parameters for coarse soils.
RE: temporary crane loads on top of retaining wall
Thanks for the info.
RE: temporary crane loads on top of retaining wall
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RE: temporary crane loads on top of retaining wall