4kip /F Ikp/P A 18F4 12F+
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The overhangin beam is supported by a pin at A and roller at B. The beam supports the distributed load as shown. Use the direct integration method to determine the shear and moment formulas in each region of the beam.
![4kip /F
Ikp/P
A
18F4
12F+](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbcbdfa64-2232-4d26-8819-90bc7fc05535%2F905f705e-f9c8-4065-9d20-daf31dec9861%2Fpna15aq.jpeg&w=3840&q=75)
Transcribed Image Text:4kip /F
Ikp/P
A
18F4
12F+
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
Step 1
Draw the free body diagram of the given beam as in Figure (1).
![4 kip/ft
1 kip/ft
1 kip/ft
С
A
B TT
x
х
18 ft
12 ft
RB](https://content.bartleby.com/qna-images/answer/bcbdfa64-2232-4d26-8819-90bc7fc05535/5e001790-a4b1-42ac-8c84-bbc2fd423705/vimxz6i.png)
Step 2
Determine the support reaction at point B taking moment at point A.
![ΣΜ-0
30
Rx 18-1x30x-
1
-x 3x 30 x
x30
3
2 2
18 R3-450 900 = 0
R3 75k](https://content.bartleby.com/qna-images/answer/bcbdfa64-2232-4d26-8819-90bc7fc05535/5e001790-a4b1-42ac-8c84-bbc2fd423705/4trz8nd.png)
Step 3
Determine the support reaction at point A using vertical equilibrium conditions.
![ΣΕ-0
1
RiR3-1x30--x3x 30 0
2
R75 30 45 0](https://content.bartleby.com/qna-images/answer/bcbdfa64-2232-4d26-8819-90bc7fc05535/5e001790-a4b1-42ac-8c84-bbc2fd423705/98tszva.png)
Step 4
Consider Region AB:
Consider a section x from the support A.
Determine the moment formula for the region AB.
![dy
EI
AB)
1
3
XXXX
=-1xxx
2 230
3
;0 x18 ft
60](https://content.bartleby.com/qna-images/answer/bcbdfa64-2232-4d26-8819-90bc7fc05535/5e001790-a4b1-42ac-8c84-bbc2fd423705/fyzb4fr.png)
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