An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

236 cm

176 cm

233 cm

300 cm

236 cm

176 cm

233 cm

300 cm

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm

5 mm

6 mm

7 mm

4 mm

5 mm

6 mm

7 mm

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

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

One-sixth of the effective span

Least of the above

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

One-sixth of the effective span

Least of the above

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T

w √(R + T)/T

w (R/T)

w √(R² + T²)/T

w (R + T)/T

w √(R + T)/T

w (R/T)

w √(R² + T²)/T

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load

All listed here

Temperature stress

Shrinkage stress

Load

All listed here

Temperature stress

Shrinkage stress

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm

10 mm

25 mm

15 mm

20 mm

10 mm

25 mm

15 mm

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RCC Structures Design

RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

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

RCC Structures Design If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

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

RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of