If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L/2 + (l - x̅)

y = L - (l - x̅)

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L/2 + (l - x̅)

y = L - (l - x̅)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete

All of the listed here

Shrinkage of concrete

Elastic shortening of concrete

Creep of concrete

All of the listed here

Shrinkage of concrete

Elastic shortening of concrete

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture

All listed here

Is dry

Is not cohesive

Is free from moisture

All listed here

Is dry

Is not cohesive

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15

WL²/30

WL²/60

WL²/90

WL²/15

WL²/30

WL²/60

WL²/90

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span

1/6th of the span

1/7th of the span

1/4th of the span

1/5th of the span

1/6th of the span

1/7th of the span

1/4th of the span

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design The design of a retaining wall assumes that the retained earth

RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design In a simply supported slab, alternate bars are curtailed at

RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design
The design of a retaining wall assumes that the retained earth

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at