A simply supported beam is subjected to two point loads, each P = 340 lb, as shown in the figure.. -3.5 fl-3 ft 3.5 ft 8 in. L-10 ft 6 in. Section I-I Ⓡ The beam has a cross section of 6 x 12 in. Find the state of plane stress at point C located 8 in. below the top of the beam and 0.5 ft to the right of support A. (Enter the normal and shear stresses in psi. For the normal stresses, use the deformation sign convention. For the shear stress, use the sign convention for shear stresses. Consider only the in-plane stresses and disregard the weights of the beams. Assume that the +x-axis is to the right along the length of the beam and the +y-axis is up along the page.) 0x = psi psi Txy = psi Also find the principal stresses and the maximum shear stress at C. (Enter your answers in psi. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) 01 = psi %₂ = psi Jak THE 0.5 ft 12 in.

A simply supported beam is subjected to two point loads, each P = 340 lb, as shown in the figure.. -3.5 fl-3 ft 3.5 ft 8 in. L-10 ft 6 in. Section I-I Ⓡ The beam has a cross section of 6 x 12 in. Find the state of plane stress at point C located 8 in. below the top of the beam and 0.5 ft to the right of support A. (Enter the normal and shear stresses in psi. For the normal stresses, use the deformation sign convention. For the shear stress, use the sign convention for shear stresses. Consider only the in-plane stresses and disregard the weights of the beams. Assume that the +x-axis is to the right along the length of the beam and the +y-axis is up along the page.) 0x = psi psi Txy = psi Also find the principal stresses and the maximum shear stress at C. (Enter your answers in psi. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) 01 = psi %₂ = psi Jak THE 0.5 ft 12 in.

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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