02-27-2009, 01:59 AM
Working with a office tower 15 storey triangular in shape. Do not know how to establish wind loading on it. Can any1 advise?
concrete solution advocate
Messages In This Thread |
Shape factor for a non regular triangular building - by concreteok - 02-27-2009, 01:59 AM
RE: Shape factor for a non regular triangular building - by robertsas - 02-27-2009, 09:48 AM
RE: Shape factor for a non regular triangular building - by concreteok - 02-28-2009, 02:55 AM
RE: Shape factor for a non regular triangular building - by klsamy77 - 03-15-2009, 07:19 PM
RE: Shape factor for a non regular triangular building - by concreteok - 03-16-2009, 01:17 AM
RE: Shape factor for a non regular triangular building - by klsamy77 - 03-16-2009, 05:56 AM
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