Hi all,
I have recently picked up a copy of "Design of Wood Structures" by Breyer, and I saw something in the Example 2.10 that does not look right to me.
The final inward pressures for some zones are less than 16 psf (which should be the minimum C&C wind pressure).
So, I checked the ASCE...
Hi all,
Does anyone have connection details of the I-beam supported by the load-bearing CFS wall?
The end reaction is very minimal in this case. My initial thought is to have a built-up post using 3 or 4 studs, a top plate over the post and welded to the post, I beam on top of the top plate...
Hi all,
I would like to know how would you assume the supports of the steel edge beam in the following situation (Ignore all the loadings for now):
Beam left end pocketed in load bearing wall, right end is free, a 7'-0" of load bearing wall as intermediate support.
Can someone point to the...
Hi all,
Long time lurker here and happy to finally decided to join the forum.
I am currently involved in a townhouse alteration in NYC and I have to design the lateral force resisting systems based on the architectural plans. This building is approximately 20'W x 50'L x 40'H (typical...
