12.Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 4 questions. Box the final answers. Thank you, I will give upvote if you does.The load is 180 kN/m. Refer to the figure shown. Draw shear and moment diagram and determine:180 kNm6 m1 mVertical reaction at Aa. 120 kNb. 240 kNc. 390 kNd. 170 kNVertical rection at Ba. 120 kNb. 240 kNC. 390 kNd. 170 kNMaximum value of sheara. - 390 kNb. - 240 kNC. 390 kNd. 240 kNMaximum value of momenta. 390 kN.mb. 640 kN.mC. 480 kN.md. 240 kN.m

To find support reaction and maximum value of shear and moment in the beam

180 MNm 6 m 1 m ertical reaction at A 120 kN 240 kN 390 kN 170 kN rtical rection at B 120 kN 240 kN 390 kN 170 kN aximum value of shear - 390 kN - 240 kN 390 kN 240 kN aximum value of moment 390 kN.m 640 kN.m

180 MNm 6 m 1 m ertical reaction at A 120 kN 240 kN 390 kN 170 kN rtical rection at B 120 kN 240 kN 390 kN 170 kN aximum value of shear - 390 kN - 240 kN 390 kN 240 kN aximum value of moment 390 kN.m 640 kN.m

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

12.

Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 4 questions. Box the final answers. Thank you, I will give upvote if you does.

The load is 180 kN/m.

Refer to the figure shown. Draw shear and moment diagram and determine:
180 kNm
6 m
1 m
Vertical reaction at A
a. 120 kN
b. 240 kN
c. 390 kN
d. 170 kN
Vertical rection at B
a. 120 kN
b. 240 kN
C. 390 kN
d. 170 kN
Maximum value of shear
a. - 390 kN
b. - 240 kN
C. 390 kN
d. 240 kN
Maximum value of moment
a. 390 kN.m
b. 640 kN.m
C. 480 kN.m
d. 240 kN.m

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