SITUATION VI:A beam, 9 meters long, is shown below.60 kN/mAB5 m4 m 20. What would be reaction at A.b. 390 kNd. 300 kNа. 487.5 kNс. 187.5 kN21. What would be moment at B.b.-3(х — 3)?d. -750 kN. ma. -600 kN. mc. -300 kN. m22. Compute for the deflection at thefree end.1937532449a.b.2E!31125GEI19275d.3EIC.SEI

Answered: Image /qna-images/answer/42a4a917-5bf1-4892-8fc4-e3b9e570a4a7.jpg

20. What would be reaction at A. b. 390 kN d. 300 kN a. 487.5 kN c. 187.5 kN 21. What would be moment at B. b.-3(х - 3)2 d. -750 kN. m a. -600 kN. m c. -300 kN. m 22. Compute for the deflection at the free end. 19375 h 32448 b. а. 6EI 19275 d. 3EI 31125 C. SEI

20. What would be reaction at A. b. 390 kN d. 300 kN a. 487.5 kN c. 187.5 kN 21. What would be moment at B. b.-3(х - 3)2 d. -750 kN. m a. -600 kN. m c. -300 kN. m 22. Compute for the deflection at the free end. 19375 h 32448 b. а. 6EI 19275 d. 3EI 31125 C. SEI

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

SITUATION VI:
A beam, 9 meters long, is shown below.
60 kN/m
A
B
5 m
4 m

20. What would be reaction at A.
b. 390 kN
d. 300 kN
а. 487.5 kN
с. 187.5 kN
21. What would be moment at B.
b.-3(х — 3)?
d. -750 kN. m
a. -600 kN. m
c. -300 kN. m
22. Compute for the deflection at the
free end.
19375
32449
a.
b.
2E!
31125
GEI
19275
d.
3EI
C.
SEI

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