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"Layered" wood beams with interlayer slip

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Does anyone have good references concerning the design of 
"layered" wood beams. I need to account for the slip between the 
layers, particularly to limit deflection. I will be using mechanical 
connection, as this application doesnt lend itself to the use of 

I do not have FEM software, but I do intend to develop MathCAD 

I will be conducting tests of the beam to confirm my analysis.

Any suggestions will be appreciated.

Peter McCormack