ASCE 05 fig.6-10 Just for Gable Roof
ASCE 05 fig.6-10 Just for Gable Roof
(OP)
Figure 6-10 a Main Wind Force Resisting System for Method 2 for Enclosed, Partially Enclosed Buildings explained the value of wind forces on each areas
but the figure shows a gable roof, is it ok if i also used it for monoslope roof?
and if is it ok to use it, what will be the adjustable factor that we need in order to come up to the exact value?
thank you very much
but the figure shows a gable roof, is it ok if i also used it for monoslope roof?
and if is it ok to use it, what will be the adjustable factor that we need in order to come up to the exact value?
thank you very much
Poems are made by fools like me, but only God can make a tree. engineers creates wonderful buildings, but only God can creates wonderful minds






RE: ASCE 05 fig.6-10 Just for Gable Roof