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

412,000 kg

4,120 kg

41,200 kg

None of these

412,000 kg

4,120 kg

41,200 kg

ANSWER DOWNLOAD EXAMIANS APP

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

√(R² + T²)

T - R

R + T

R - T

√(R² + T²)

T - R

R + T

R - T

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters

30 bar diameters

36 bar diameters

24 bar diameters

18 bar diameters

30 bar diameters

36 bar diameters

24 bar diameters

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

y = L/2 + (l - x̅)

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L - (l - x̅)

y = L/2 + (l - x̅)

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L - (l - x̅)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²

1400 kg/cm²

230 kg/cm²

260 kg/cm²

190 kg/cm²

1400 kg/cm²

230 kg/cm²

260 kg/cm²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)

(L/2) (1 - 5/qmax)

(L/2) (1 - 2/qmax)

(L/2) (1 - 3/qmax)

(L/3) (1 - 5/qmax)

(L/2) (1 - 5/qmax)

(L/2) (1 - 2/qmax)

(L/2) (1 - 3/qmax)

ANSWER DOWNLOAD EXAMIANS APP

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 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 The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

RCC Structures Design If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, 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
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
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is