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  • Users: YC611
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  1. YC611

    ASCE 7-16 Figure 30.4-1 Shaded C&C Wind Pressures

    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...
  2. YC611

    Steel Beam Supported by Load-Bearing CFS Wall

    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...
  3. YC611

    Edge Beam Support Condition

    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...
  4. YC611

    Shear wall collector load path

    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...

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