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

20 mm

10 mm

15 mm

25 mm

20 mm

10 mm

15 mm

25 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m

5 m

4 m

3 m

6 m

5 m

4 m

3 m

ANSWER DOWNLOAD EXAMIANS APP

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

Mid span

Free end

Fixed end

Mid span and fixed support

Mid span

Free end

Fixed end

Mid span and fixed support

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these

3WR²/16

2WR²/16

WR²/16

None of these

3WR²/16

2WR²/16

WR²/16

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The neutral axis of a T-beam exists

All listed here

At the bottom edge of the slab

Below the slab

Within the flange

All listed here

At the bottom edge of the slab

Below the slab

Within the flange

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r/1 + r²) M

(5/6) (r²/1 + r³) M

(5/6) (r²/1 + r²) M

(5/6) (r²/1 + r⁴) M

(5/6) (r/1 + r²) M

(5/6) (r²/1 + r³) M

(5/6) (r²/1 + r²) M

(5/6) (r²/1 + r⁴) M

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design Cantilever retaining walls can safely be used for a height not more than

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

RCC Structures Design If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design The neutral axis of a T-beam exists

RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

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

RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design
The neutral axis of a T-beam exists

RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by