Calculate the value of the deflection at point B due to concentrated load P in the form??=???????????Note: EI will cancel out in further calculations.Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis. The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm²]. If w= 64 kN/m and P= 126 kN,determine:AAY, V1.5 mBW3.5 mP[VI.с2.5 mD१४Figure Q.2Part A: The reactions at A, B, and D. Choose the reaction force at Bas the redundant; therefore, the released beam is simply supported between A and D. b) Calculate the value of the deflection at point B due to concentrated load Pin the formnumeratorΕΙUB=Note: E/ will cancel out in further calculations.Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Answered: The beam shown in Figure Q.2 consists…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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Calculate the value of the deflection at point B due to concentrated load P in the form

??=???????????

Note: EI will cancel out in further calculations.

Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm²]. If w= 64 kN/m and P= 126 kN,
determine:
A
AY, V
1.5 m
B
W
3.5 m
P
[VI.
с
2.5 m
D
१४
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at Bas the redundant; therefore, the released beam is simply supported between A and D.

b) Calculate the value of the deflection at point B due to concentrated load Pin the form
numerator
ΕΙ
UB
=
Note: E/ will cancel out in further calculations.
Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

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