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 4.V, V 1.5 m B W 3.5 m с 2.5 m numerator EI 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form 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.
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 4.V, V 1.5 m B W 3.5 m с 2.5 m numerator EI 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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
A
Y, V
1.5 m
B
W
3.5 m
с
2.5 m
numerator
EI
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.
a) Calculate the value of the deflection at point B due to uniformly distributed load win the
form
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2f40e488-8d31-4ebf-93c2-8a5fabf31b11%2F559a133a-1bff-4f98-be19-36712bdacd9a%2Flmaqlyn_processed.png&w=3840&q=75)
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
A
Y, V
1.5 m
B
W
3.5 m
с
2.5 m
numerator
EI
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.
a) Calculate the value of the deflection at point B due to uniformly distributed load win the
form
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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