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Re: Shear Wall Design

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I am a first year civil engineering graduate and I have a few general 
questions about shear walls.

1.  It is my general understanding that using dead load to resist overturning 
also increases the shear in plf on the wall, or else an element within the 
wall will not be in equilibrium.

I have spoken to quite a few structural engineers about the topic and some 
believe in it and others don't.  Maybe someone out there could provide some 


Andrew Arnold
Arnold Engineering