h The bridge deck represented by a beam element shown is designed to support 20 kN/m of uniformly distributed live load and a 2-axle moving truck load shown. Construct the influence lines for the following responses and determine the maximum response due to the prescribed loadings. You may use any method in constructing the influence lines. 25 kN a. b. C. 40 kN A 6 m- Maximum upward reaction at Avin N; Maximum negative shear at C in kN; Maximum positive moment at C in kN; C 16m 6m B
h The bridge deck represented by a beam element shown is designed to support 20 kN/m of uniformly distributed live load and a 2-axle moving truck load shown. Construct the influence lines for the following responses and determine the maximum response due to the prescribed loadings. You may use any method in constructing the influence lines. 25 kN a. b. C. 40 kN A 6 m- Maximum upward reaction at Avin N; Maximum negative shear at C in kN; Maximum positive moment at C in kN; C 16m 6m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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USE ONLY Muller Breslau! Please help me understand how to solve it. step by step. I wanted to learn.
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a. 210 kN
b. 93.75 kN
c. 787.5 kN
![h
The bridge deck represented by a beam element shown
is designed to support 20 kN/m of uniformly distributed live load and a
2-axle moving truck load shown. Construct the influence lines for the
following responses and determine the maximum response due to the
prescribed loadings. You may use any method in constructing the
influence lines.
25 kN
a.
b.
C.
40 kN A
6 m-
Maximum upward reaction at Avin KN;
Maximum negative shear at C in kN;
Maximum positive moment at C in kN;
C
16m
6m
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F112d2b26-cef1-426f-b1aa-106fcb17f9b3%2Fe9085e79-58ef-45e7-9230-0e1bfe97f0cc%2F8kdd1p_processed.png&w=3840&q=75)
Transcribed Image Text:h
The bridge deck represented by a beam element shown
is designed to support 20 kN/m of uniformly distributed live load and a
2-axle moving truck load shown. Construct the influence lines for the
following responses and determine the maximum response due to the
prescribed loadings. You may use any method in constructing the
influence lines.
25 kN
a.
b.
C.
40 kN A
6 m-
Maximum upward reaction at Avin KN;
Maximum negative shear at C in kN;
Maximum positive moment at C in kN;
C
16m
6m
B
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