Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 3 questions. Box the final answers. Thank you, I will give upvote if you does.Use area-moment method. External Moment at point B14.125 kN (cw)b. 14.24 kN.m (ccw)а.С.11.38 kN.m (cw)d. 14.24 kN.m (cw)Midspan deflection of the beamа. -5.13 mmb. 5.13 mmc. 6.84 mmd. -6.84 mm From the figure shown, determine the following using Area-Moment Method20 kN15 kNВA0.90 m1.50 m1.20 mE = 15 x10° N/m2| = 50 x 10 6 mmVertical reactionpoint A.а.-20.76 kNb. 20.76 kNC.14.24 kNd.11.38 kN

Answered: Image /qna-images/answer/091b8963-0b29-42e3-b475-abd00ce7fb4b.jpg

From the figure shown, determine the following using Area-Moment Method 20 kN 15 kN В A 0.90 m 1.50 m 1.20 m E = 15 x10° N/m2 |= 50 x 10 6 mm Vertical reaction at point A. а. -20.76 kN b. 20.76 kN С. 14.24 kN d. 11.38 kN

From the figure shown, determine the following using Area-Moment Method 20 kN 15 kN В A 0.90 m 1.50 m 1.20 m E = 15 x10° N/m2 |= 50 x 10 6 mm Vertical reaction at point A. а. -20.76 kN b. 20.76 kN С. 14.24 kN d. 11.38 kN

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

Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 3 questions. Box the final answers. Thank you, I will give upvote if you does.

Use area-moment method.

External Moment at point B
14.125 kN (cw)
b. 14.24 kN.m (ccw)
а.
С.
11.38 kN.m (cw)
d. 14.24 kN.m (cw)
Midspan deflection of the beam
а. -5.13 mm
b. 5.13 mm
c. 6.84 mm
d. -6.84 mm

From the figure shown, determine the following using Area-Moment Method
20 kN
15 kN
В
A
0.90 m
1.50 m
1.20 m
E = 15 x10° N/m2
| = 50 x 10 6 mm
Vertical reaction
point A.
а.
-20.76 kN
b. 20.76 kN
C.
14.24 kN
d.
11.38 kN

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