1
GATE CE 2002
+2
-0.6
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is
A
$$- W{L^2}/8$$
B
$$W{L^2}/2$$
C
$$W{L^2}/12$$
D
$$W{L^2}/824$$
2
GATE CE 2002
+2
-0.6
A steel beam (with a constant $$EI,$$ and span $$L$$) is fixed at both ends and carries a uniformly distributed load ($$w$$ $$kN/m$$), which is gradually increased till the beam reaches the stage of plastic collapse (refer to the following figure). Assuming $$'B'$$ to be at mid-span, which of the following is true.
A
Hinges are formed at $$A,B$$ and $$C$$ together
B
Hinges are formed at $$B$$ and then at $$A$$ and $$C$$ together
C
Hinges are formed at $$A$$ and $$C$$ together and then at $$B$$
D
Hinges are formed at $$A$$ and $$C$$ only
3
GATE CE 2002
Subjective
+5
-0
Calculate the shape factor for the $$T$$-section shown in the following figure made up of two plates $$100\,\,mm \times 10\,\,mm.$$ What will be the load factor if the permissible stress in bending is only $$2/3$$ of the yield stress $$\left( {{\sigma _y}} \right)$$
4
GATE CE 2002
+1
-0.3
SSD and Friction coefficients are
A
Directly proportional to each other
B
Unrelated
C
Inversely proportional to each other
D
Either directly or inversely proportional they depends upon nature
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