Figure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C. The beam has an internal hinge at B. a) Draw the influence line diagrams for the following functions: (CO2, PO2, C3) Vertical support reaction at C Bending Moment at A Shear force at B i) ii) iii) b) Calculate the maximum bending moment at A and maximum shear at B if the beam supported live load as shown in Figures Q2b. The loads move to the right from A to D (CO3, PO2, C4) 3m B: 3m Figure Q2a OC 2m ;D 5kN 10kN 10KN 1m 3m Figure Q2b
Figure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C. The beam has an internal hinge at B. a) Draw the influence line diagrams for the following functions: (CO2, PO2, C3) Vertical support reaction at C Bending Moment at A Shear force at B i) ii) iii) b) Calculate the maximum bending moment at A and maximum shear at B if the beam supported live load as shown in Figures Q2b. The loads move to the right from A to D (CO3, PO2, C4) 3m B: 3m Figure Q2a OC 2m ;D 5kN 10kN 10KN 1m 3m Figure Q2b
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Figure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C.
The beam has an internal hinge at B.
a) Draw the influence line diagrams for the following functions: (CO2, PO2, C3)
i)
Vertical support reaction at C
Bending Moment at A
Shear force at B
b) Calculate the maximum bending moment at A and maximum shear at B if the beam
supported live load as shown in Figures Q2b. The loads move to the right from A to D
(CO3, PO2, C4)
3m
B:
3m
Figure Q2a
C
2m
D
5kN 10kN 10KN
| 1m 3m
Figure Q2b](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff96c817-2786-47a8-b31a-16a95ba30e9e%2F69b4e525-f923-4221-8058-676415e14f29%2F5ztqqor_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Figure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C.
The beam has an internal hinge at B.
a) Draw the influence line diagrams for the following functions: (CO2, PO2, C3)
i)
Vertical support reaction at C
Bending Moment at A
Shear force at B
b) Calculate the maximum bending moment at A and maximum shear at B if the beam
supported live load as shown in Figures Q2b. The loads move to the right from A to D
(CO3, PO2, C4)
3m
B:
3m
Figure Q2a
C
2m
D
5kN 10kN 10KN
| 1m 3m
Figure Q2b
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