According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel

None of these

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in concrete × area of concrete

Stress in steel × area of steel

None of these

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in concrete × area of concrete

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²

2800/3C

2300/2C

2800/C

2800/C²

2800/3C

2300/2C

2800/C

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°

All listed here

30°

40°

45°

All listed here

30°

40°

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RCC Structures Design
The effective width of a column strip of a flat slab, is

One-fourth the width of the panel

Radius of the column

Half the width of the panel

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

Diameter of the column

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵

3.0 × 10⁻³

3.0 × 10⁻²

3.0 × 10⁻⁵

3.5 × 10⁻⁵

3.0 × 10⁻³

3.0 × 10⁻²

3.0 × 10⁻⁵

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

51.5

53.5

52.5

54.5

51.5

53.5

52.5

54.5

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RCC Structures Design

RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

RCC Structures Design The effective width of a column strip of a flat slab, is

RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is

RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

RCC Structures Design
The effective width of a column strip of a flat slab, is

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is