If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm

39 cm

40 cm

37 cm

38 cm

39 cm

40 cm

37 cm

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/2) (1 - 5/qmax)

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

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

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

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

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

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

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

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4

b/5

b/6

b/3

b/4

b/5

b/6

b/3

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The minimum head room over a stair must be

210 cm

205 cm

230 cm

200 cm

210 cm

205 cm

230 cm

200 cm

ANSWER DOWNLOAD EXAMIANS APP

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

Half of the width of the slab

Three-fourth of the width of the slab

Four-fifth of the width of the slab

Two-third of the width of the slab

Half of the width of the slab

Three-fourth of the width of the slab

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these

Semi-hemisphere

Ellipsoid

Paraboloid

None of these

Semi-hemisphere

Ellipsoid

Paraboloid

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, 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 To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

RCC Structures Design The minimum head room over a stair must be

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 circular slab subjected to external loading, deflects to form a

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, 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
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

RCC Structures Design
The minimum head room over a stair must be

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 circular slab subjected to external loading, deflects to form a