For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60- MPa, respectively. Using a = 8m, L3 = 4m, wi= 32kn/m, w2 = 18kn/m, P = 19KN and M = 21kNm, determine 450mm, b=600mm, c=250mm, L1=2m, L2 = a. The maximum flexural stresses in tension and compression b. The stress at a point 3m to the left of the right support and 90mm above the bottom c. If w1= 1.5 w2 and all concentrated load and moment are removed, determine the maximum safe value of w1 and w2.
For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60- MPa, respectively. Using a = 8m, L3 = 4m, wi= 32kn/m, w2 = 18kn/m, P = 19KN and M = 21kNm, determine 450mm, b=600mm, c=250mm, L1=2m, L2 = a. The maximum flexural stresses in tension and compression b. The stress at a point 3m to the left of the right support and 90mm above the bottom c. If w1= 1.5 w2 and all concentrated load and moment are removed, determine the maximum safe value of w1 and w2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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