Find reactions first then make a shear and moment diagram (no integration).
Find reactions first then make a shear and moment diagram (no integration).
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-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5256395-d523-408e-9a7a-e2ddecbcfab3%2F8eeb41d7-dbcf-4ad3-9a2b-b853fec687dc%2Fdub1yl_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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