Influence Lines For Beams - Free MCQ Practice Test with solutions, GATE
MCQ Practice Test & Solutions: Test: Influence Lines For Beams (10 Questions)
You can prepare effectively for Civil Engineering (CE) Structural Analysis with this dedicated MCQ Practice Test (available with solutions) on the important topic of "Test: Influence Lines For Beams". These 10 questions have been designed by the experts with the latest curriculum of Civil Engineering (CE) 2026, to help you master the concept.
Test Highlights:
- - Format: Multiple Choice Questions (MCQ)
- - Duration: 20 minutes
- - Number of Questions: 10
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While writing influence line equations, left most point is always considered as origin and following sign convention is followed.
Q. If on ILD analysis peak force comes out to be 2 KN, then what will be the peak force if loading is 2KN?
Detailed Solution: Question 1
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. What will be the equation of ILD of shear force at point C for CB part?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 2
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. What will be the equation of ILD of shear force at point C for AC part?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 3
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. If we have to apply a concentrated load in the above shown beam, such that shear at C becomes max. , where should we apply that load?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 4
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. If a concentrated load of 50KN is applied at point C, then what will be the shear developed at point C?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 5
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. What will be the shear developed at point C if a uniform load of 10KN/m is applied between point B and C?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 6
Following figure is for Q2-Q7.
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Q. If both, a load of 50KN at point C and a uniform load of 10KN/m between CB acts, then what will be the shear generated at point C?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
Detailed Solution: Question 7
Following figure is for Q8-Q10.
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Q. What will be the ILD equation for ILD of shear at point B?
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Detailed Solution: Question 8
Following figure is for Q8-Q10.
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Q. What will be the ILD equation for ILD of shear at point C for AB part of beam?
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Detailed Solution: Question 9
Following figure is for Q8-Q10.
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Q. What will be the ILD equation for ILD of shear at point D?
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
Detailed Solution: Question 10
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