An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

Triangular load of the wall

UDL of wall

Triangular load + load from the roof

UDL of wall + load from the roof

Triangular load of the wall

UDL of wall

Triangular load + load from the roof

UDL of wall + load from the roof

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO

2 × Q/jdƩO

Q/jdƩO

Q/3jdƩO

Q/2jdƩO

2 × Q/jdƩO

Q/jdƩO

Q/3jdƩO

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 a²

D = 0.0775 a

D = 0.775 √a

D = 0.775 a

D = 0.775 a²

D = 0.0775 a

D = 0.775 √a

D = 0.775 a

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Distance between the centers of the bearings

Clear span plus effective depth of the slab

None of these

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Distance between the centers of the bearings

Clear span plus effective depth of the slab

None of these

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

All listed here

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

All listed here

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

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 The effective span of a simply supported slab, is

RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

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
The effective span of a simply supported slab, is

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.