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: 1.5 m B W 3.5 m 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.
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: 1.5 m B W 3.5 m 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Find the maximum bending moment in the beam. Enter your answer in kNm to two decimal places.
![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2f40e488-8d31-4ebf-93c2-8a5fabf31b11%2Ff47e5538-3312-423b-a531-6a53c3ea6bd7%2Fiwpqex_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:
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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Step 1: Introducing given data
VIEWStep 2: Taking reaction at B as redundant
VIEWStep 3: Calculate reaction for simply supported beam AD
VIEWStep 4: Using double integration method to calculate deflection at B due to given load
VIEWStep 5: Using double integration method to calculate deflection at B due to reaction By
VIEWStep 6: Calculate reaction at B
VIEWStep 7: Calculate shear force
VIEWStep 8: Calculate max bending moment
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