1
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
The maximum bending stress induced in a steel wire of modulus of elasticity $$200$$ $$kN/m{m^2}$$ and diameter $$1$$ $$mm$$ when wound on a drum of diameter $$1$$ $$m$$ is approximately equal to
A
$$50\,N/m{m^2}$$
B
$$100\,N/m{m^2}$$
C
$$200\,N/m{m^2}$$
D
$$400\,N/m{m^2}$$
2
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
In a real beam, at an end, the boundary condition of zero slope and zero vertical displacement exists. In the corresponding conjugate beam, the boundary conditions at this end will be:
A
Shear force $$=0$$ and bending moment $$=0$$
B
Slope $$=0$$ and vertical displacement $$=0$$
C
Slope = $$0$$ and bending moment $$=0$$
D
Shear force $$=0$$ and vertical displacement $$=0$$
3
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span, $$'L'$$ is subjected to a downward load of $$800$$ $$kN$$ uniformly distributed over its length and a concentrated upward load $$P$$ at its free end. For vertical displacement to be zero at the free end, the value of $$P$$ is:
A
$$300$$ $$kN$$
B
$$500$$ $$kN$$
C
$$800$$ $$kN$$
D
$$1,000$$ $$kN$$
4
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
The kern area (core) of a solid circular section column of diameter, $$D$$ is a concentric circle of diameter, $$'d'$$ is equal to
A
$$D/8$$
B
$$D/6$$
C
$$D/4$$
D
$$D/2$$
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