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  1. SHBhuiyan

    Anlge to Angle weld connection

    Hi there, I am trying to design a vertical angle with a horizontal angle weld connection. If anyone have any sample design would be appreciated. Thank you in advance. SBhuiyan Structural Engineer
  2. SHBhuiyan

    Roof Live Load and Attic live load

    Hello all, I have a question regarding the roof live load and the Attic live load without the storage. The IRC recommends a min roof live load of 15 psf (smaller than 4:12 pitch) and min attic live load without the storage is 10 psf. So, do I need to add them to find the total roof live load...

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