1
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
$$100$$ $$kN$$, $$100$$ $$kN$$
2
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
A circular shaft shown in the figure is subject to torsion $$T$$ at two points $$A$$ and $$B.$$ The torsional rigidity of portions $$CA$$ and $$BD$$ is $$G{J_1}$$ and that portion $$AB$$ is $$G{J_2}$$. The rotations of shaft at points $$A$$ and $$B$$ are $${\theta _1}$$ and $${\theta _2}$$. The rotation $${\theta _1}$$ is GATE CE 2005 Strength of Materials Or Solid Mechanics - Torsion Question 11 English
A
$${{TL} \over {G{J_1} + G{J_2}}}$$
B
$${{TL} \over {G{J_1}}}$$
C
$${{TL} \over {G{J_2}}}$$
D
$${{TL} \over {G{J_1} - G{J_2}}}$$
3
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of length $$l,$$ width $$b$$ and depth $$d$$ is loaded with a concentrated vertical load at the tip. If yielding starts at a load $$P,$$ the collapse load shall be
A
$$2.0$$ $$P$$
B
$$1.5$$ $$P$$
C
$$1.2$$ $$P$$
D
$$P$$
4
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
Considering beam as axially rigid, the degree of freedom of a plane frame shown below is GATE CE 2005 Structural Analysis - Indeterminacy Question 9 English
A
$$9$$
B
$$8$$
C
$$7$$
D
$$6$$