Hey all!
Having a bit of trouble interpreting the minimum size table.
The general notes say that the tabulated loads are based on installation into the wide face of a minimum 3 1/2" wide (2x4 stud qualifies).
The graphic for "vertical HDU installation" clearly shows a stud pack...
Have a question to make sure I am understanding the shearwall concept correctly.
Attached a pdf to show my example. Basically, Shearwall line A is mostly windows & openings. Approximate trib in flexible scenario is 23ft.
I calculate that my shearforce to line A is 4,784lb (1.0W) from wind.
I...
I've looked at other threads and I am still not sure I am understanding what all needs to happen with the slab to OK a building for the buoyance force from flood loads. I'll create a fictitious scenario here.
100 ft total square area (10' x 10' sides)
3 ft flood protection grade
Buoyance Force...
Hey everyone!
I have a question about I-joists. Client wants to use them as rafters, everything checks out. In my RAM Elements model, the rafters connecting to the ridge beam and valley beam are subjected to bending+axial. First of all what do you think of that? I'm still fresh out of school...
