In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

15 mm

10 mm

20 mm

25 mm

15 mm

10 mm

20 mm

25 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A

2A/P

P/A

A/P

P/2A

2A/P

P/A

A/P

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2

WL/8

WL/4

WL/6

WL/2

WL/8

WL/4

WL/6

ANSWER DOWNLOAD EXAMIANS APP

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

24 mm diameter

30 mm diameter

36 mm diameter

18 mm diameter

24 mm diameter

30 mm diameter

36 mm diameter

18 mm diameter

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°

45°

30°

All listed here

40°

45°

30°

All listed here

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

Forty-eight times the diameter of transverse reinforcement

All listed here

The least lateral dimension of the column

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

Forty-eight times the diameter of transverse reinforcement

All listed here

The least lateral dimension of the column

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

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

RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

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

RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

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

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

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