For the beam shown in Figure 1, construct quantitative influence lines for the following functions: (i)...
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For the beam shown in Figure 1, construct quantitative influence lines for the following functions: (i) Vertical reaction at support A; (7 marks) (ii) Vertical reaction at support B; (7 marks) (iii) Shear force at point D; (7 marks) (iv) Bending moment at point D; (7 marks) (v) (7 marks) (vi) Determine the maximum downward reaction at support A due to a concentrated live load of 120 kN. Determine the maximum upward reaction at support B due to a uniformly distributed live load of 40 kN/m. (7 marks) (vii) Determine the maximum positive bending moment at point D due to a concentrated live load of 110 kN, a uniformly distributed live load of 20 kN/m and a uniformly distributed dead load of 10 kN/m. (8 marks) A CDEFG Hinge B Hinge -8 m- -6 m- -4 m--4 m3 m3 m -8 m- Figure 1 H For the beam shown in Figure 1, construct quantitative influence lines for the following functions: (i) Vertical reaction at support A; (7 marks) (ii) Vertical reaction at support B; (7 marks) (iii) Shear force at point D; (7 marks) (iv) Bending moment at point D; (7 marks) (v) (7 marks) (vi) Determine the maximum downward reaction at support A due to a concentrated live load of 120 kN. Determine the maximum upward reaction at support B due to a uniformly distributed live load of 40 kN/m. (7 marks) (vii) Determine the maximum positive bending moment at point D due to a concentrated live load of 110 kN, a uniformly distributed live load of 20 kN/m and a uniformly distributed dead load of 10 kN/m. (8 marks) A CDEFG Hinge B Hinge -8 m- -6 m- -4 m--4 m3 m3 m -8 m- Figure 1 H
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To begin lets construct the influence lines for the given functions i Vertical reaction at support A ... View the full answer
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Auditing and Assurance services an integrated approach
ISBN: 978-0132575959
14th Edition
Authors: Alvin a. arens, Randal j. elder, Mark s. Beasley
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