Which is principal compression member in crane?

$($A$)$ Boom

$($B$)$ Strut

$($C$)$ Truss

$($D$)$ Stanchions

The distance between adjacent trusses is known as

$($A$)$ panel $\text{'}$

$($B$)$ bay

$($C$)$ eaves

$($D$)$ span $.$

$(1)$ The stiffness and depth of the truss depend upon the of the truss.

$($A$)$ bending stress

$($B$)$ width

$($C$)$ depth

$($D$)$ axial load

For a heavy vibrating load in industrial buildings, the roof trusses are provided with

$($A$)$ sway bracing

$($B$)$ knee bracing

$($C$)$ diagonal bracing in the plane of lower chord members

$($D$)$ diagonal bracing in the plane of upper chord members

A propped cantilever of span $L$ is subjected to a concentrated load at mid span. If $M_p$ is the plastic moment capacity of the beam, the value of collapse load will be

$($A$)\frac{12M_p}{L}$

$($B$)\frac{8M_p}{L}$

$($C$)\frac{6M_p}{L},$

$($D$)\frac{4M_p}{L}$

As per IS $456$:$2000,$ minimum slenderness ratio for a short column is

$($A$)$ less than $12$

$($B$)$ more than $12.$

$($C$)$ between $12$ and $18$

$($D$)$ more than $18$

In the limit state design of concrete structure, the strain distribution is assumed to be

$($A$)$ linear

$($B$)$ parabolic

$($C$)$ parabolic and rectangular $,$

$($D$)$ non$-$linear

A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than

$($A$)2$

$($B$)3.$

$($C$)4$

$($D$)1$

Torsion reinforcement is provided at the corner of a two$-$way slab to

$($A$)$ distribute bending moment uniformly

$($B$)$ prevent corners from lifting

$($C$)$ control cracking at corners

$($D$)$ Does not allow any twist at corners

RCC beam is assumed to be made of

$($A$)$ homogeneous material $.$

$($B$)$ heterogeneous material

$($C$)$ isotropic material

$($D$)$ uniform material