If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

RCC Structures Design
If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

y = L - (l - x̅)

y = L/2 + (l - x̅)

y = L/2 - (l - x̅)

y = L/2 - (l + x̅)

y = L - (l - x̅)

y = L/2 + (l - x̅)

y = L/2 - (l - x̅)

y = L/2 - (l + x̅)

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support

Fixed end

Mid span

Free end

Mid span and fixed support

Fixed end

Mid span

Free end

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9

0.6

0.7

0.8

0.9

0.6

0.7

0.8

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall

None of these

Clear span plus effective depth of the slab

Distance between the centers of the bearings

Clear distance between the inner faces of the walls plus twice the thickness of the wall

None of these

Clear span plus effective depth of the slab

Distance between the centers of the bearings

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

Flange has adequate reinforcement transverse to beam

It is built integrally with the beam

All of the listed here

It is effectively bonded together with the beam

Flange has adequate reinforcement transverse to beam

It is built integrally with the beam

All of the listed here

It is effectively bonded together with the beam

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RCC Structures Design

RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design The effective span of a simply supported slab, is

RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

RCC Structures Design A part of the slab may be considered as the flange of the T-beam if

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design
The effective span of a simply supported slab, is

RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if