Find reactions first then make a shear and moment diagram (no integration). 5 klf25 ft-8 ft-5.322ft40k 80 kHinge30 30 40 40ftftftft100 ft-5.31 (Ans. max V = 96.67 k, max M = ±2933 ft-k)23 ft40ft43 ft80 k 60 k40ft120 ft200 ft-Hinge40ft2ft40ft100 k-8 ft-30ft-70 ft-100 ft-

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Engineering

Civil Engineering

Find reactions first then make a shear and moment diagram (no integration).

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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Question

Find reactions first then make a shear and moment diagram (no integration).

5 klf
25 ft-
8 ft-
5.32
2
ft
40k 80 k
Hinge
30 30 40 40
ft
ft
ft
ft
100 ft-
5.31 (Ans. max V = 96.67 k, max M = ±2933 ft-k)
23 ft
40
ft
43 ft
80 k 60 k
40
ft
120 ft
200 ft-
Hinge
40
ft
2
ft
40
ft
100 k
-8 ft-
30
ft
-70 ft-
100 ft-

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