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5. Determine shear and bending stresses for the following beam on the section at the support B. Use w=40 kN/m. The beam has the rectangular section shown below. Provide values of the stresses at the following locations on the section y=- 50mm, -25mm, 0, +25mm, +50mm (y is the distance from the centroid in the vertical direction). Provide a 2D stress distribution for both bending and shear stresses W A -3 m B- -3 m 50 mm 100 mm

5. Determine shear and bending stresses for the following beam on the section at the support B. Use w=40 kN/m. The beam has the rectangular section shown below. Provide values of the stresses at the following locations on the section y=- 50mm, -25mm, 0, +25mm, +50mm (y is the distance from the centroid in the vertical direction). Provide a 2D stress distribution for both bending and shear stresses W A -3 m B- -3 m 50 mm 100 mm

Structural Analysis
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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5. Determine shear and bending stresses for the following beam on the section at the support B. Use w=40 kN/m. The beam has the rectangular section shown below. Provide values of the stresses at the following locations on the section y=- 50mm, -25mm, 0, +25mm, +50mm (y is the distance from the centroid in the vertical direction). Provide a 2D stress distribution for both bending and shear stresses W A -3 m B- -3 m 50 mm 100 mm
Transcribed Image Text:5. Determine shear and bending stresses for the following beam on the section at the support B. Use w=40 kN/m. The beam has the rectangular section shown below. Provide values of the stresses at the following locations on the section y=- 50mm, -25mm, 0, +25mm, +50mm (y is the distance from the centroid in the vertical direction). Provide a 2D stress distribution for both bending and shear stresses W A -3 m B- -3 m 50 mm 100 mm
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