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

300 cm

233 cm

236 cm

176 cm

300 cm

233 cm

236 cm

176 cm

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60

R + 2T = 60

2R + T = 30

R + 2T= 30

2R + T = 60

R + 2T = 60

2R + T = 30

R + 2T= 30

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RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Half of the width of the slab

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Half of the width of the slab

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20

15

25

10

20

15

25

10

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

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

Monolithic character

Fire-resisting and durability

All listed here

Economy because of less maintenance cost

Monolithic character

Fire-resisting and durability

All listed here

Economy because of less maintenance cost

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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 If T and R are tread and rise respectively of a stair, then

RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

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

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
If T and R are tread and rise respectively of a stair, then

RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

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