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

16 cm²

14 cm²

17 cm²

15 cm²

16 cm²

14 cm²

17 cm²

15 cm²

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing

Raft

Strip

Strap

Footing

Raft

Strip

Strap

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RCC Structures Design
The self-weight of the footing, is

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

½ n₁ (1 - n₁/3) cbd²

All listed here

bn (fc/2) (d - n/3)

Atft (d - n/3)

½ n₁ (1 - n₁/3) cbd²

All listed here

bn (fc/2) (d - n/3)

Atft (d - n/3)

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw

All listed here

Kx (1 + x/l) + bw

K/x (1 + x/d) + bw

Kx (1 - x/l) + bw

All listed here

Kx (1 + x/l) + bw

K/x (1 + x/d) + bw

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RCC Structures Design
A foundation rests on

Sub-grade

Both B and C

Foundation soil

Base of the foundation

Sub-grade

Both B and C

Foundation soil

Base of the foundation

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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 For a number of columns constructed in a rcjw, the type of foundation provided, is

RCC Structures Design The self-weight of the footing, is

RCC Structures Design A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design A foundation rests on

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
For a number of columns constructed in a rcjw, the type of foundation provided, is

RCC Structures Design
The self-weight of the footing, is

RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design
A foundation rests on