1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega $$ per unit length. The beam has constant flexural rigidity.

The reaction at the middle support is

A
$$w$$ $$L$$
B
$${{5wL} \over 2}$$
C
$${{5wL} \over 4}$$
D
$${{5wL} \over 8}$$
2
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A steel column, pinned at both ends, has a buckling load of $$200$$ $$kN.$$ If the column is restrained against lateral movement at its mid-height, its buckling load will be
A
$$200$$ $$kN$$
B
$$283$$ $$kN$$
C
$$400$$ $$kN$$
D
$$800$$ $$kN$$
3
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A metal bar of length 100mm is inserted between two rigid supports and its temperature is increased by $$10^o$$C. If the coefficient of thermal expansion is 12 x$$10^{-6}$$ per $$^o$$C and the Young’s modulus is 2 x $$10^{5}$$ MPa, the stress in the bar is
A
zero
B
12MPa
C
24MPa
D
2400MPa
4
GATE CE 2007
MCQ (Single Correct Answer)
+1
-0.3
For an isotropic material, the relationship between the young’s modulus (E), shear modulus (G) and Poisson’s ratio (μ) is given by
A
$$G\;=\;\frac E{\left[(1+\mu)\right]}$$
B
$$G\;=\;\frac E{\left[2(1+\mu)\right]}$$
C
$$G\;=\;\frac E{\left[(1+2\mu)\right]}$$
D
$$G\;=\;\frac E{\left[2(1+2\mu)\right]}$$
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