A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these

41,200 kg

4,120 kg

412,000 kg

None of these

41,200 kg

4,120 kg

412,000 kg

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout

Base slab is made 10 cm thicker than the stem

All listed here

Width of the base slab is kept 0.7 time the total height of the wall

Thickness of the stem is kept same throughout

Base slab is made 10 cm thicker than the stem

All listed here

Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

T - R

√(R² + T²)

R + T

R - T

T - R

√(R² + T²)

R + T

R - T

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter

30 mm diameter

18 mm diameter

24 mm diameter

36 mm diameter

30 mm diameter

18 mm diameter

24 mm diameter

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal

With the perpendicular to the inclined plane of the soil

None of these

With the vertical

With the horizontal

With the perpendicular to the inclined plane of the soil

None of these

With the vertical

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RCC Structures Design
If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight 'w' per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

h = √(W/Aw) [(1 - sin φ)/(1 + sin φ)]²

h = (W/Aw) [(1 + sin φ)/(1 + sin φ)]

h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]²

h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]

h = √(W/Aw) [(1 - sin φ)/(1 + sin φ)]²

h = (W/Aw) [(1 + sin φ)/(1 + sin φ)]

h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]²

h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]

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RCC Structures Design

RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design In a cantilever retaining wall without a heel slab

RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

RCC Structures Design If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight 'w' per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
In a cantilever retaining wall without a heel slab

RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

RCC Structures Design
If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight 'w' per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is