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/10 (L + 2D/3)²

WL/12 (L - D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - D/3)²

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these

Resist the shrinkage stress

Resist the temperature stresses

Distribute the load

All of these

Resist the shrinkage stress

Resist the temperature stresses

Distribute the load

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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

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb

l = dt/4Sb

l = dt/2Sb

l = dt/Sb

l = dt/3Sb

l = dt/4Sb

l = dt/2Sb

l = dt/Sb

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times

Three times

Two times

Four times

Five times

Three times

Two times

Four times

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete

Is stressed after casting

Is made of reinforced concrete

Possesses internal stresses

Is made of concrete

Is stressed after casting

Is made of reinforced concrete

Possesses internal stresses

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RCC Structures Design

RCC Structures Design The transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

RCC Structures Design Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design A pre-stressed concrete member

RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design
A pre-stressed concrete member