Analyze the frame shown below to draw moment diagram (taking the horizontal reaction force at B (pointing to the right side) as unknown (X1 = Bx)). 3 k/ft 40 k D 15 ft El = constant A 30 ft |- Partial answers: Aip = 281250/(EI); d11 = 9000/(EI); MDB = 468.75 k-ft (left in compression)
Analyze the frame shown below to draw moment diagram (taking the horizontal reaction force at B (pointing to the right side) as unknown (X1 = Bx)). 3 k/ft 40 k D 15 ft El = constant A 30 ft |- Partial answers: Aip = 281250/(EI); d11 = 9000/(EI); MDB = 468.75 k-ft (left in compression)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 2
Analyze the frame shown below to draw moment diagram (taking the horizontal reaction force at B (pointing
to the right side) as unknown (X1 = Bx)).
3 k/ft
40 k
C
D
15 ft
El = constant
A
В
30 ft
|-
Partial answers: Aip = 281250/(EI); d11 = 9000/(EI); MDB = 468.75 k-ft (left in compression)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcf421666-693e-457f-8b91-44b67a756462%2F796afb88-07ef-4f5a-b85e-833127be91e3%2Fmvkwljn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 2
Analyze the frame shown below to draw moment diagram (taking the horizontal reaction force at B (pointing
to the right side) as unknown (X1 = Bx)).
3 k/ft
40 k
C
D
15 ft
El = constant
A
В
30 ft
|-
Partial answers: Aip = 281250/(EI); d11 = 9000/(EI); MDB = 468.75 k-ft (left in compression)
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