The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm4]. If w= 59 kN/m and P= 129 kN, determine: P y, v 1.5 m B W 3.5 m с 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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b) Calculate the value of the deflection at point B due to concentrated load Pin the form
UB =
numerator
EI
Note: El 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.
Transcribed Image Text:b) Calculate the value of the deflection at point B due to concentrated load Pin the form UB = numerator EI Note: El 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 x 140 structural steel wide-flange shape [E=
200 GPa; /= 1120 x 106 mm4]. If w= 59 kN/m and P= 129 kN, determine:
P
y, v
1.5 m
W
3.5 m
с
2.5 m
D
HA
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.
Transcribed Image Text: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: P y, v 1.5 m W 3.5 m с 2.5 m D HA 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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