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1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
For the simply supported beam of length $$L,$$ subjected to a uniformly distributed moment $$(M)$$ $$kN$$-$$m$$ per unit length as shown in the figure, the bending moment (in $$kN$$-$$m$$) at the mid-span of the beam is GATE CE 2010 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 17 English
A
zero
B
$$M$$
C
$$ML$$
D
$$M/L$$
2
GATE CE 2009
MCQ (Single Correct Answer)
+2
-0.6
Match List- $${\rm I}$$ (Shear Force Diagrams) beams with List- $${\rm II}$$ (Diagram of beams with supports and loading) and select the correct answer by using the codes given below the lists: GATE CE 2009 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 19 English 1 GATE CE 2009 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 19 English 2
A
$$A - 3,\,\,B - 1,\,\,C - 2,\,\,D - 4$$
B
$$A - 3,\,\,B - 4,\,\,C - 2,\,\,D - 1$$
C
$$A - 2,\,\,B - 1,\,\,C - 4,\,\,D - 3$$
D
$$A - 2,\,\,B - 4,\,\,C - 3,\,\,D - 1$$
3
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam $$AB$$ has the bending moment diagram as shown in the following figure : GATE CE 2006 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 7 English

The beam is possibly under the action of following loads

A
Couples of $$M$$ at $$C$$ and $$2M$$ at $$D$$
B
Couples of $$2$$ $$M$$ at $$C$$ and $$M$$ at $$D$$
C
Concentrated loads of $$M/L$$ at $$C$$ and $$2M/L$$ at $$D$$
D
Concentrated load of $$M/L$$ at $$C$$ and couple of $$2$$ $$M$$ at $$D$$
4
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
The bending Moment diagram for a beam is given below: GATE CE 2005 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 20 English

The shear force at sections $$aa'$$ and $$bb'$$ respectively are of the magnitude

A
$$100$$ $$kN$$, $$150$$ $$kN$$
B
zero $$10$$ $$kN$$
C
zero, $$50$$ $$kN$$
D
$$100$$ $$kN$$, $$100$$ $$kN$$
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Structural Analysis
Stability and Static Indeterminacy Energy Principle Methods of Analysis Arches and Cable Slope Deflection Method Matrix Method Truss Indeterminacy Influence Line Diagram Plastic Analysis Moment Distribution Method
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Complex Variable Numerical Methods Linear Algebra Calculus Probability and Statistics Transform Theory Differential Equations Vector Calculus
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