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 19 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
If a beam of rectangular cross-section is subjected to a vertical shear force $$V,$$ the shear force carried by the upper one-third of the cross-section is
A
zero
B
$${{7V} \over {27}}$$
C
$${{8V} \over {27}}$$
D
$${V \over 3}$$
3
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
$${{TL} \over {G{J_1} - G{J_2}}}$$
4
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
The maximum tensile stress at the section $$X$$ - $$X$$ shown in the figure below is GATE CE 2005 Strength of Materials Or Solid Mechanics - Columns and Struts Question 8 English
A
$${{8P} \over {bd}}$$
B
$${{6P} \over {bd}}$$
C
$${{4P} \over {bd}}$$
D
$${{2P} \over {bd}}$$
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