1
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
Shear stress develops on a fluid element, if the fluid
A
is at rest
B
if the container is subjected to uniform linear acceleration
C
is inviscid
D
is viscous and the flow is non-uniform
2
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
A floor slab of thickness, $$t$$ is cast monolithically transverse to a rectangular continuous beam of span $$L$$ and width $$B.$$ If the distance between two consecutive points of contraflexure is $${L_0},$$ the effective width of compression flange at a continuous support is
A
$$B$$
B
$$L/3$$
C
$$B+12t$$
D
$$B+6t+$$ $${L_0}/6$$
3
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
A reinforced concrete member is subjected to combined action of compressive axial force and bending moment. If $${\varepsilon _{\min }}$$ is the least compressive strain in the member $${f_y},$$ the yield stress of steel and $${E_s},$$ the modulus of elasticity of steel, the maximum permissible compressive strain in concrete member will be
A
$$0.002$$
B
$$0.002 + {f_y}/\left( {1.15\,{E_s}} \right)$$
C
$$0.0035 - 0.75\,{\varepsilon _{\min }}$$
D
$$0.0035$$
4
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
If $$\phi \, = \,$$ nominal diameter of reinforcing bar, $${f_s}\, = $$ compressive stress in the bar and $${f_{bd}}\, = $$ design bond stress of concrete, the anchorage length, $${L_a}$$ of straight bar in compression is equal to
A
$${L_s} = {{\phi {f_s}} \over {{f_{bd}}}}$$
B
$${L_s} = {{\phi {f_s}} \over {2{f_{bd}}}}$$
C
$${L_s} = {{\phi {f_s}} \over {\pi {f_{bd}}}}$$
D
$${L_a} = {{\phi {f_s}} \over {4{f_{bd}}}}$$
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