eam ABC with an overhang BC is subjected to a linearly varying distributed load on span AB with peak intensity 9. = 2,400 N/m and a point load P = 1,500 N applied at C. 190 150 mm Dp------ B L= 2 m L/4 0.2 m he beam has a width b = 100 mm and depth h = 200 mm. Find the state of plane stress at point D located 150 mm below the top of the beam and 0.2 m to the left of point B. Also find the principal stresses at D. (Enter our answers in kPa. Assume that the +x-axis is to the right and the +y-axis is up along the page. For the normal stresses, use the deformation sign convention. For the shear stress T use the sign convention for shear tresses. For the shear stress Tmart enter the magnitude. Consider only the in-plane stresses and neglect the weight of the beam.) kPa Oy = kPa Txy = КРа КРа 02 = kPa kPa max = Construct a clear sketch of Mohr's circle for this problem, and construct a sketch of the stresses on properly oriented elements for your above solutions, clearly indicating the orientation wrt the base x-y coordinate system as demonstrated in the lectures). Submit your sketches as Shown Work on Canvas. Your grade will be based predominantly on these sketches.

eam ABC with an overhang BC is subjected to a linearly varying distributed load on span AB with peak intensity 9. = 2,400 N/m and a point load P = 1,500 N applied at C. 190 150 mm Dp------ B L= 2 m L/4 0.2 m he beam has a width b = 100 mm and depth h = 200 mm. Find the state of plane stress at point D located 150 mm below the top of the beam and 0.2 m to the left of point B. Also find the principal stresses at D. (Enter our answers in kPa. Assume that the +x-axis is to the right and the +y-axis is up along the page. For the normal stresses, use the deformation sign convention. For the shear stress T use the sign convention for shear tresses. For the shear stress Tmart enter the magnitude. Consider only the in-plane stresses and neglect the weight of the beam.) kPa Oy = kPa Txy = КРа КРа 02 = kPa kPa max = Construct a clear sketch of Mohr's circle for this problem, and construct a sketch of the stresses on properly oriented elements for your above solutions, clearly indicating the orientation wrt the base x-y coordinate system as demonstrated in the lectures). Submit your sketches as Shown Work on Canvas. Your grade will be based predominantly on these sketches.

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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