Question 1 (25 marks) A uniform dead load of 10 kN/m and a single live concentrated...
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Question 1 (25 marks) A uniform dead load of 10 kN/m and a single live concentrated force of 20 kN are imposed to the beam shown in Figure 1. For the support conditions, assume that the support at D is a pin, A and C are rollers, and B is a hinge. Strictly use the Müller- Breslau's principle and determine the followings: a. Draw the influence line for the moment at E. Provide the calculation details on finding the shape and peak point values. (10 marks) b. Draw the influence line for the shear at E. Provide the calculation details on finding the shape and peak point values. (9 marks) c. Determine the maximum negative moment at E created by the given loads. Provide the calculation details and explanations. (3 marks) d. Determine the maximum positive shear at E created by the given loads. Provide the calculation details and explanations. (3 marks) WIZZA 2m B 2m 288022 2m E 2m Figure 1. The beam structure considered in this question. Question 1 (25 marks) A uniform dead load of 10 kN/m and a single live concentrated force of 20 kN are imposed to the beam shown in Figure 1. For the support conditions, assume that the support at D is a pin, A and C are rollers, and B is a hinge. Strictly use the Müller- Breslau's principle and determine the followings: a. Draw the influence line for the moment at E. Provide the calculation details on finding the shape and peak point values. (10 marks) b. Draw the influence line for the shear at E. Provide the calculation details on finding the shape and peak point values. (9 marks) c. Determine the maximum negative moment at E created by the given loads. Provide the calculation details and explanations. (3 marks) d. Determine the maximum positive shear at E created by the given loads. Provide the calculation details and explanations. (3 marks) WIZZA 2m B 2m 288022 2m E 2m Figure 1. The beam structure considered in this question.
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Related Book For
Federal Taxation 2016 Comprehensive
ISBN: 9780134104379
29th edition
Authors: Thomas R. Pope, Timothy J. Rupert, Kenneth E. Anderson
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