questions. Assume A = 60 in.², I = 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 1 4 (1) 2 (2) (3) 3 X3 x2 45 ft 30 ft 30 ft 45 ft + + (a) Show the reactions. 10 kip 2 kip/ft 1.0 kip/ft (b) Show the end actions and draw the shear and moment diagrams. 10 kip (1) 2 kip/ft (2) 1.0 kip/ft (3) 1+1 (+)
questions. Assume A = 60 in.², I = 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 1 4 (1) 2 (2) (3) 3 X3 x2 45 ft 30 ft 30 ft 45 ft + + (a) Show the reactions. 10 kip 2 kip/ft 1.0 kip/ft (b) Show the end actions and draw the shear and moment diagrams. 10 kip (1) 2 kip/ft (2) 1.0 kip/ft (3) 1+1 (+)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Assume A = 60 in.2, I= 300 in., and E = 29,000 ksi.
A)show the reactions
B) Show the end actions and draw the shear and moment diagrams
(Please draw out all parts)
![questions. Assume A = 60 in.², I = 300 in.4, and E = 29,000 ksi.
2 kip/ft
10 kip
1.0 kip/ft
1
4
(1)
2
(2)
(3)
3
X3
x2
45 ft
30 ft
30 ft
45 ft
+
+
(a) Show the reactions.
10 kip
2 kip/ft
1.0 kip/ft
(b) Show the end actions and draw the shear and moment diagrams.
10 kip
(1)
2 kip/ft
(2)
1.0 kip/ft
(3)
1+1
(+)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F88b4235c-2b0d-4459-88fc-1ffa51a7c481%2F82aa08ba-5b7d-40b5-bee6-33ba55fd5667%2Fwn9jq8dm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:questions. Assume A = 60 in.², I = 300 in.4, and E = 29,000 ksi.
2 kip/ft
10 kip
1.0 kip/ft
1
4
(1)
2
(2)
(3)
3
X3
x2
45 ft
30 ft
30 ft
45 ft
+
+
(a) Show the reactions.
10 kip
2 kip/ft
1.0 kip/ft
(b) Show the end actions and draw the shear and moment diagrams.
10 kip
(1)
2 kip/ft
(2)
1.0 kip/ft
(3)
1+1
(+)
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