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Follow directions and box your answers.  ANSWER: (a) 1.0     (b) 5/8, - 3/8     (c) 15/8                  1. (a) 4, -1     (b) 2.5, -1.5     (c) 7.5 kN.m, -5 kN.m                  2. (a) 3,200 N     (b) 1450 N, -450 N     (c) 6000 N.m, -1000 N.m

Follow directions and box your answers.  ANSWER: (a) 1.0     (b) 5/8, - 3/8     (c) 15/8                  1. (a) 4, -1     (b) 2.5, -1.5     (c) 7.5 kN.m, -5 kN.m                  2. (a) 3,200 N     (b) 1450 N, -450 N     (c) 6000 N.m, -1000 N.m

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 directions and box your answers. 

ANSWER: (a) 1.0     (b) 5/8, - 3/8     (c) 15/8

                 1. (a) 4, -1     (b) 2.5, -1.5     (c) 7.5 kN.m, -5 kN.m

                 2. (a) 3,200 N     (b) 1450 N, -450 N     (c) 6000 N.m, -1000 N.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. 8.3 (a) reaction at B, (b) shear at C, and (c) moment at C. (1) 4 kN, (2) 800 N/m. 2m 3m 5m Fig.P8.3
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. 8.3 (a) reaction at B, (b) shear at C, and (c) moment at C. (1) 4 kN, (2) 800 N/m. 2m 3m 5m Fig.P8.3
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