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Unformatted text preview: beam for x = 0. Problem 3) For the beam shown, state what boundary conditions exist on the beam. Problem 4) For the beam shown, design the lightest wide flange to carry the given load, using an allowed bending stress of 24 ksi. Problem 5) For the beam you select in Prob 4, determine the maximum horizontal shearing stress. Use a = 6’, b = 6’, c = 9’, d = 9’, M = 200kft, w = 2k/ft for problems 1 through 5. Problem 6) For the beam shown below, use singularity functions to solve for the reaction at the roller. Use P = 20 kN, a = 6m and b = 10m....
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This note was uploaded on 08/17/2010 for the course CVEN 305 taught by Professor Gardoni during the Spring '08 term at Texas A&M.
- Spring '08