A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²

16 cm²

17 cm²

14 cm²

15 cm²

16 cm²

17 cm²

14 cm²

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RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²

250 KN/mm²

150 KN/mm²

275 KN/mm²

200 KN/mm²

250 KN/mm²

150 KN/mm²

275 KN/mm²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6

All listed here

Octagonal columns is 8

Rectangular columns is 4

Circular columns is 6

All listed here

Octagonal columns is 8

Rectangular columns is 4

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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

54.5

52.5

51.5

53.5

54.5

52.5

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm

12 mm

10 mm

14 mm

16 mm

12 mm

10 mm

14 mm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning

Is over safe in shear

Is safe in shear

Is unsafe in shear

Needs redesigning

Is over safe in shear

Is safe in shear

Is unsafe in shear

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RCC Structures Design

RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

RCC Structures Design The Young's modulus of elasticity of steel, is

RCC Structures Design The minimum number of main steel bars provided in R.C.C.

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 If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

RCC Structures Design The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

RCC Structures Design
The Young's modulus of elasticity of steel, is

RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

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
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,