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Re: Notched Wood Beam

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Wouldn't you just base the calculation on the net width?


In a message dated 1/11/07 9:13:23 PM, ifaeng(--nospam--at) writes:
Fellow Engineers:
I have a case where a simply supported, rectangular
wood beam is notched at the bearing ends by halving
its breadth. I'd appreciate learning a method or a
reference to calculate allowable design shear.