For the beams shown, draw the influence 1ines 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. 8.2 (a) reaction at A, (b) shear at C, and (c) moment at C. (1) 600 N, (2) 4 KN/m. 4m 6m Fig.P8.2 Answer: а. 1.0 b. 0.6, -0.4 С. 2.4 1. a. 600 N 2. a. 20 b. 7.2, -3.2 b. 360N, -240 N c. 48 kN.m c. 1440 N.m
For the beams shown, draw the influence 1ines 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. 8.2 (a) reaction at A, (b) shear at C, and (c) moment at C. (1) 600 N, (2) 4 KN/m. 4m 6m Fig.P8.2 Answer: а. 1.0 b. 0.6, -0.4 С. 2.4 1. a. 600 N 2. a. 20 b. 7.2, -3.2 b. 360N, -240 N c. 48 kN.m c. 1440 N.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Show your solution and diagrams.
![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.
8.2 (a) reaction at A, (b) shear at c, and (c) moment at C.
(1) 600 N, (2) 4 kN/m.
4m
to
6m
Fig.P8.2
Answer:
а. 1.0
b. 0.6, -0.4
с. 2.4
1. a. 600 N
c. 1440 N.m
b. 360N, -240 N
b. 7.2, -3.2
2. а. 20
c. 48 kN.m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9e810fe8-9231-4eb1-9aba-59e3df067123%2F1b91ca04-1c4c-495d-b8f4-8bacea419901%2F3kv49ip_processed.png&w=3840&q=75)
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.
8.2 (a) reaction at A, (b) shear at c, and (c) moment at C.
(1) 600 N, (2) 4 kN/m.
4m
to
6m
Fig.P8.2
Answer:
а. 1.0
b. 0.6, -0.4
с. 2.4
1. a. 600 N
c. 1440 N.m
b. 360N, -240 N
b. 7.2, -3.2
2. а. 20
c. 48 kN.m
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