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

17 cm²

15 cm²

16 cm²

14 cm²

17 cm²

15 cm²

16 cm²

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d

[(m + r)/m] d

[m/(m + r)] d

[m/(m - r)] d

[(r - m)/m] d

[(m + r)/m] d

[m/(m + r)] d

[m/(m - r)] d

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m

4.1 m

4.5 m

4.7 m

4.0 m

4.1 m

4.5 m

4.7 m

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

10 cm

20 cm

15 cm

5 cm

10 cm

20 cm

15 cm

5 cm

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d

4d

8d

16d

12d

4d

8d

16d

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

All listed here

Forty-eight times the diameter of transverse reinforcement

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

All listed here

Forty-eight times the diameter of transverse reinforcement

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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 If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

RCC Structures Design If diameter of a reinforcement bar is d, the anchorage value of the hook is

RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration.

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
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.