1
GATE CE 2002
MCQ (Single Correct Answer)
+1
-0.3
The shear modulus (G), modulus of elasticity (E) and the Poisson's ratio ($$\mu$$) of a material are related as
A
$$G\;=\;\frac E{\left[2(1+\mu)\right]}$$
B
$$E\;=\;\frac G{\left[2(1+\mu)\right]}$$
C
$$G\;=\;\frac E{\left[2(1-\mu)\right]}$$
D
$$G\;=\;\frac E{\left[2(\mu - 1)\right]}$$
2
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 $$\left( {{\sigma _y}} \right)$$ GATE CE 2002 Structural Analysis - Plastic Analysis Question 2 English
3
GATE CE 2002
MCQ (Single Correct Answer)
+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. GATE CE 2002 Structural Analysis - Plastic Analysis Question 8 English
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
4
GATE CE 2002
MCQ (Single Correct Answer)
+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
$$ W{L^2}/824$$
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