1
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 14 English 1 GATE CE 2009 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 14 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
$$A - 2,\,\,B - 4,\,\,C - 3,\,\,D - 1$$
2
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 2 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 $$D$$
3
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 15 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
$$100$$ $$kN$$, $$100$$ $$kN$$
4
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
A three-span continuous beam has an internal hinge at $$B.$$ Section $$B$$ is at the mid-span of $$A.C.$$ Section $$E$$ is at the mid-span of $$CG$$. The $$20$$ $$kN$$ load is applied at section $$B$$ whereas $$10$$ $$kN$$ loads are applied at sections $$D$$ and $$F$$ as shown in the figure. Span $$GH$$ is subjected to uniformly distributed load of magnitude $$5$$ $$kN/m$$. For the loading shown, shear force immediate to the right of section $$E$$ is $$9.84$$ $$kN$$ upwards and the sagging moment at section $$E$$ is $$10.31$$ $$kN$$-$$m.$$ GATE CE 2004 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 4 English

The magnitude of the shear force immediate to the left and immediate to the right of section $$B$$ are, respectively

A
$$0$$ and $$20$$ $$kN$$
B
$$10$$ $$kN$$ and $$10$$ $$kN$$
C
$$20$$ $$kN$$ and $$0$$
D
$$9.84$$ $$kN$$ and $$10.19$$ $$kN$$
GATE CE Subjects
Fluid Mechanics and Hydraulic Machines
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