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Question 5 (a) The beam has the rectangular cross section shown in the Fig. Q5(a). i) Determine the largest load P that can be supported on its overhanging ends so that the bending stress does not exceed o, = 10MPa. max Point A is located at the left support section at a distance 100mm from the top face of the beam. If P = 12kN, calculate the normal stress and shearing stress at point A. Using the Mohr's circle method to determine the principal stresses and the maximum shearing stress at point A. 1.5 m J I 1.5 m Fig. Q5(a) 1.5 m 250 mm t 150 mm

Question 5 (a) The beam has the rectangular cross section shown in the Fig. Q5(a). i) Determine the largest load P that can be supported on its overhanging ends so that the bending stress does not exceed o, = 10MPa. max Point A is located at the left support section at a distance 100mm from the top face of the beam. If P = 12kN, calculate the normal stress and shearing stress at point A. Using the Mohr's circle method to determine the principal stresses and the maximum shearing stress at point A. 1.5 m J I 1.5 m Fig. Q5(a) 1.5 m 250 mm t 150 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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Question 5 (a) The beam has the rectangular cross section shown in the Fig. Q5(a). i) Determine the largest load P that can be supported on its overhanging ends so that the bending stress does not exceed o = 10MPa. max Point A is located at the left support section at a distance 100mm from the top face of the beam. If P = 12kN, calculate the normal stress and shearing stress at point A. Using the Mohr's circle method to determine the principal stresses and the maximum shearing stress at point A. 1.5 m -1.5 m Fig. Q5(a) 1.5 m OP 150 mm 250 mm
Transcribed Image Text:Question 5 (a) The beam has the rectangular cross section shown in the Fig. Q5(a). i) Determine the largest load P that can be supported on its overhanging ends so that the bending stress does not exceed o = 10MPa. max Point A is located at the left support section at a distance 100mm from the top face of the beam. If P = 12kN, calculate the normal stress and shearing stress at point A. Using the Mohr's circle method to determine the principal stresses and the maximum shearing stress at point A. 1.5 m -1.5 m Fig. Q5(a) 1.5 m OP 150 mm 250 mm
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