rramanna_2
Structural
- Oct 6, 2021
- 1
I have a wood wall panel that I am trying to make a 2d model of. The wall has gravity loading, and in-plane shear due to wind. The wall will be supported on a continuous footing, and so I am designing it as continuously pinned. When I analyze the wall I'm not getting any results for my hold down design, nor am I getting any moment in the x direction. The in-plane lateral loading should give me a tension chord and a compression chord, but since my results aren't showing any moment there is no tension and thus no hold down design. Thank you in advance for your help!
