For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w, = 32 kN/m, w224 kN/m, P = 48 kN and M = 12 kNm, determinec. If w, = 2w, and all concentrated load and moment are removed, determine the maximum safe value of w, and w2.PW1W210bML1L2L3

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For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w1 = 32 kN/m, w2 = 24 kN/m, P = 48 kN and M = 12 kNm, determine c. If w1 = 2w2 and all concentrated load and moment are removed, determine the maximum safe value of w, and w2. P W2 10b M L1 L2 L3

For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w1 = 32 kN/m, w2 = 24 kN/m, P = 48 kN and M = 12 kNm, determine c. If w1 = 2w2 and all concentrated load and moment are removed, determine the maximum safe value of w, and w2. P W2 10b M L1 L2 L3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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