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For the beams shown, draw the influence lines for the given functions. Use the beam sign convention for shear and moment. Determine the max- imum values of the functions due to (1) a concentrated moving load, and (2) a uniform live load, if indicated in the problem. 8.5 (a) reaction at A, (b) reaction at B, (c) shear at C, and (d) moment at C. (1) 9 KN, (2) 6 kN/m. A D 4m 5m Am Fig. P8.5

For the beams shown, draw the influence lines for the given functions. Use the beam sign convention for shear and moment. Determine the max- imum values of the functions due to (1) a concentrated moving load, and (2) a uniform live load, if indicated in the problem. 8.5 (a) reaction at A, (b) reaction at B, (c) shear at C, and (d) moment at C. (1) 9 KN, (2) 6 kN/m. A D 4m 5m Am Fig. P8.5

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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Follow instructions, box your answers and put a proper units. 

ANSWER: (a) 1, -4.9     (b) 13/9     (c) 5/9, -4/9     (d) 20/9, -16/9

                1.) (a) 9, -4     (b) 13     (c) 5, -4     (d) 20 kN.m, -16 kN.m

                2.) (a) 27, -3.56     (b) 56.33     (c) 8.33, -10.67     (d) 60 kN.m, -21.33 kN.m

For the beams shown, draw the influence lines for the given functions. Use the beam sign convention for shear and moment. Determine the max- imum values of the functions due to (1) a concentrated moving load, and (2) a uniform live load, if indicated in the problem. 8.5 (a) reaction at A, (b) reaction at B, (c) shear at C, and (d) moment at C. (1) 9 KN, (2) 6 kN/m. A D 4m 5m Am Fig. P8.5
Transcribed Image Text:For the beams shown, draw the influence lines for the given functions. Use the beam sign convention for shear and moment. Determine the max- imum values of the functions due to (1) a concentrated moving load, and (2) a uniform live load, if indicated in the problem. 8.5 (a) reaction at A, (b) reaction at B, (c) shear at C, and (d) moment at C. (1) 9 KN, (2) 6 kN/m. A D 4m 5m Am Fig. P8.5
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