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williamx11373
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An inclined member is braced with a glued block, as shown. The ultimate shear stress in the glued joint is 1050 psi. Determine the dimension X at which the glued joint will fail.
I know that
-shearstress= (Pressure x length) dived by (Area x modulus of elasticity)
- At point A there is X forces and Y forces, at point B there is Normal Force.
-Pressure max = (Shearstress X Area)
------------
so far i know that Force at A in the X direction is 1050x (2x2) = 4200 lbs
other than that I am stuck and i don't know where to start...any help would be appreciated.
An inclined member is braced with a glued block, as shown. The ultimate shear stress in the glued joint is 1050 psi. Determine the dimension X at which the glued joint will fail.
I know that
-shearstress= (Pressure x length) dived by (Area x modulus of elasticity)
- At point A there is X forces and Y forces, at point B there is Normal Force.
-Pressure max = (Shearstress X Area)
------------
so far i know that Force at A in the X direction is 1050x (2x2) = 4200 lbs
other than that I am stuck and i don't know where to start...any help would be appreciated.