A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg

None of these

41,200 kg

412,000 kg

4,120 kg

None of these

41,200 kg

412,000 kg

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base

Equal to heel slab

Below ground surface

As one sixth of overall height of the wall

As one third of the base

Equal to heel slab

Below ground surface

As one sixth of overall height of the wall

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RCC Structures Design
In a beam the local bond stress Sb, is equal to

Total perimeter of reinforcement/(Leaver arm × Shear force)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times

Five times

Three times

Two times

Four times

Five times

Three times

Two times

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab

Least of the above

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Breadth of the rib plus twelve times the thickness of the slab

Least of the above

One-third of the effective span of the T-beam

Distance between the centers of T-beam

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis

Shear force

Area of the section

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Shear force

Area of the section

Distance of the C.G. of the area from its neutral axis

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RCC Structures Design

RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design The toe projection of foundation slabs is taken

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design In a slab, the pitch of the main reinforcement should not exceed its effective depth

RCC Structures Design The width of the flange of a T-beam should be less than

RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
The toe projection of foundation slabs is taken

RCC Structures Design
In a beam the local bond stress Sb, is equal to

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

RCC Structures Design
The width of the flange of a T-beam should be less than

RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to