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

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

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

Kx (1 + x/l) + bw

Kx (1 - x/l) + bw

All listed here

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

Kx (1 + x/l) + bw

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only

Low strength concrete but high tensile steel

High strength concrete and high tensile steel

High strength concrete only

Low strength concrete only

Low strength concrete but high tensile steel

High strength concrete and high tensile steel

High strength concrete only

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end

Free end

Mid span

Mid span and fixed support

Fixed end

Free end

Mid span

Mid span and fixed support

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a

D = 0.0775 a

D = 0.775 a

D = 0.775 a²

D = 0.775 √a

D = 0.0775 a

D = 0.775 a

D = 0.775 a²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a beam the local bond stress Sb, is equal to

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design In a pre-stressed member it is advisable to use

RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design The width of the rib of a T-beam, is generally kept between

RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design
In a pre-stressed member it is advisable to use

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design
The width of the rib of a T-beam, is generally kept between

RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

RCC Structures Design
In a beam the local bond stress Sb, is equal to