Consider a cantilever beam AB, fixed at A, subjected to a concentrated force FB = 100...
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Consider a cantilever beam AB, fixed at A, subjected to a concentrated force FB = 100 pounds at the free end B and the beam is made of steel (E=30x10 psi, G=11.5x10 psi). Let the cross-section be rectangular with a height of 1" and a width of ½". Include shear deformation effect; determine the lateral deflection of the tip (uzB) for the following values of the length (L): 2 and 20 inches. Determine the percentage of the total deflection due to shear for the two cases mentioned above. For a rectangular cross-section, use a shear correction factor k-1.2. Note: consider small deformation gradient problems. Consider a cantilever beam AB, fixed at A, subjected to a concentrated force FB = 100 pounds at the free end B and the beam is made of steel (E=30x10 psi, G=11.5x10 psi). Let the cross-section be rectangular with a height of 1" and a width of ½". Include shear deformation effect; determine the lateral deflection of the tip (uzB) for the following values of the length (L): 2 and 20 inches. Determine the percentage of the total deflection due to shear for the two cases mentioned above. For a rectangular cross-section, use a shear correction factor k-1.2. Note: consider small deformation gradient problems.
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