What maximum load can be applied tot the center of the beam

Reference no: EM13298937

A simply supported steel 'I beam' is made of three 1"*8" plates with a mass of 898.4 lbmass each as shown in I beam form. Steel has a modulus of elasticity of 30*10^6 psi. The beam is allowed to deflect 1.05 inch. The length of the beam "L" between the supports is 11ft. What maximum load can be applied tot the center of the beam without violating the 1.05 inc deflection allowance?

Reference no: EM13298937

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