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 $$w$$ per unit length. The beam has constant flexural rigidity.

The bending moment at the middle support is

A
$${{w{L^2}} \over 4}$$
B
$${{w{L^2}} \over 8}$$
C
$${{w{L^2}} \over 12}$$
D
$${{w{L^2}} \over 16}$$
2
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The plastic collapse load $${{W_P}}$$ for the propped cantilever supporting two point loads as shown in the figure in terms of plastic moment capacity, $${{M_P}}$$ is given by GATE CE 2007 Structural Analysis - Plastic Analysis Question 25 English
A
$${{3{M_P}} \over L}$$
B
$${{4{M_P}} \over L}$$
C
$${{5{M_P}} \over L}$$
D
$${{6{M_P}} \over L}$$
3
GATE CE 2007
MCQ (Single Correct Answer)
+1
-0.3
The stiffness coefficient $${k_{ij}}$$ indicates
A
force at $$i$$ due to a unit deformation at $$j$$
B
deformation at $$j$$ due to a unit force at $$i$$
C
deformation at $$i$$ due to a unit force at $$j$$
D
force at $$j$$ due to a unit deformation at $$i$$
4
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
While designing a hill road with a ruling gradient of 6%, if a sharp horizontal curve of 50m radius is encountered, the compensated gradient at the curve as per the Indian Roads Congress specifications should be
A
4.4%
B
4.75%
C
5.0%
D
5.25%
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