GATE CE 1992 | GATE CE Year Wise Previous Years Questions

GATE CE 1992

MCQ (Single Correct Answer)

-0.3

Shear stress develops on a fluid element, if the fluid

is at rest

if the container is subjected to uniform linear acceleration

is inviscid

is viscous and the flow is non-uniform

GATE CE 1992

MCQ (Single Correct Answer)

-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

$$B$$

$$L/3$$

$$B+12t$$

$$B+6t+$$ $${L_0}/6$$

GATE CE 1992

MCQ (Single Correct Answer)

-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

$$0.002$$

$$0.002 + {f_y}/\left( {1.15\,{E_s}} \right)$$

$$0.0035 - 0.75\,{\varepsilon _{\min }}$$

$$0.0035$$

GATE CE 1992

MCQ (Single Correct Answer)

-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

$${L_s} = {{\phi {f_s}} \over {{f_{bd}}}}$$

$${L_s} = {{\phi {f_s}} \over {2{f_{bd}}}}$$

$${L_s} = {{\phi {f_s}} \over {\pi {f_{bd}}}}$$

$${L_a} = {{\phi {f_s}} \over {4{f_{bd}}}}$$

GATE CE Papers

2018