Calculate the value of the deflection at point B due to concentrated load P in the formEnter 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. UB=numeratorΕΙ The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /=1120 x 106 mm4]. If w=59 kN/m and P= 129 kN, determine:4.3, V1.5 mBW3.5 mPC2.5 mDFigure Q.2Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, thereleased beam is simply supported between A and D.

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Answered: Part A: The reactions at A, B, and D.…

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

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 x 140 structural steel wide-flange shape [E = 200 GPa; /=
1120 x 106 mm4]. If w=59 kN/m and P= 129 kN, determine:
4.3, V
1.5 m
B
W
3.5 m
P
C
2.5 m
D
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the
released beam is simply supported between A and D.

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