snow load on design of foundations
snow load on design of foundations
(OP)
hello,
for design of FOUNDATIONS, should all the snow drifts be considered? or could i take a simplistic approach of considering an uniform average snow load?
the building in question is only one storey high.
thank you very much
for design of FOUNDATIONS, should all the snow drifts be considered? or could i take a simplistic approach of considering an uniform average snow load?
the building in question is only one storey high.
thank you very much






RE: snow load on design of foundations
RE: snow load on design of foundations