16- 150 kips B D 12- 150 kips
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A
6'
150 kips
B
D
12-
150 kips
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc837c159-281c-429a-9ec5-8a70fc5b4137%2F148e835d-e33f-4362-b4b4-c8dbc2d4495b%2Fjeetgcd_processed.png&w=3840&q=75)
Transcribed Image Text:A
6'
150 kips
B
D
12-
150 kips
C
![P8.4. The pin-connected frame in Figure P8.4 is subjected to two vertical loads. Compute the vertical displacement of joint B. Will the frame sway horizontally? If yes, compute the horizontal displacement of joint B.
The area of all bars = 5 in.2, and E= 29,000 kips/in.².](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc837c159-281c-429a-9ec5-8a70fc5b4137%2F148e835d-e33f-4362-b4b4-c8dbc2d4495b%2Frv62sma_processed.png&w=3840&q=75)
Transcribed Image Text:P8.4. The pin-connected frame in Figure P8.4 is subjected to two vertical loads. Compute the vertical displacement of joint B. Will the frame sway horizontally? If yes, compute the horizontal displacement of joint B.
The area of all bars = 5 in.2, and E= 29,000 kips/in.².
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