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

14 cm²

15 cm²

16 cm²

17 cm²

14 cm²

15 cm²

16 cm²

17 cm²

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise

Tread

Flight

Winder

Rise

Tread

Flight

Winder

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability

Monolithic character

All listed here

Economy because of less maintenance cost

Fire-resisting and durability

Monolithic character

All listed here

Economy because of less maintenance cost

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter

Twice the diameter

Seven times the diameter

Thrice the diameter

Four times the diameter

Twice the diameter

Seven times the diameter

Thrice the diameter

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force

Minimum bending moment

Maximum bending moment

Maximum shear force

Minimum shear force

Minimum bending moment

Maximum bending moment

Maximum shear force

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40

30

56

50

40

30

56

50

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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 horizontal portion of a step in a stairs case, is known as

RCC Structures Design The advantage of reinforced concrete, is due to

RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least

RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than

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 horizontal portion of a step in a stairs case, is known as

RCC Structures Design
The advantage of reinforced concrete, is due to

RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than