ASCE 05 fig.6-10

[jenofstructures]

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?

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

 

[ajh1]

See my response over in the Structural Engineering forum
thread507-271297.

 

[jenofstructures]

the problem is, figure 6-10 don't have a footnote stating that the said computation can be used for the monoslope unlike in figure 6-6 footnote 4

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