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

300 cm

233 cm

176 cm

236 cm

300 cm

233 cm

176 cm

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

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

Fire-resisting and durability

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm

100 cm

150 cm

200 cm

50 cm

100 cm

150 cm

200 cm

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²

20 kg/cm²

25 kg/cm²

10 kg/cm²

15 kg/cm²

20 kg/cm²

25 kg/cm²

10 kg/cm²

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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)

w (R + T)/T

w √(R + T)/T

w √(R² + T²)/T

w (R/T)

w (R + T)/T

w √(R + T)/T

w √(R² + T²)/T

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RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

None of these

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

None of these

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

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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 advantage of reinforced concrete, is due to

RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design Dimensions of a beam need be changed if the shear stress is more 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 Based on punching shear consideration, the overall depth of a combined footing under a column A, 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

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

RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more 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
Based on punching shear consideration, the overall depth of a combined footing under a column A, is