According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm

30 cm

40 cm

20 cm

75 cm

30 cm

40 cm

20 cm

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times

Five times

Six times

Four times

Three times

Five times

Six times

Four times

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²

190 kg/cm²

1400 kg/cm²

260 kg/cm²

230 kg/cm²

190 kg/cm²

1400 kg/cm²

260 kg/cm²

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

M = pb (b + a)/8

M = pb (c - a)/4

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

M = pb (b + a)/8

M = pb (c - a)/4

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb

(π/4). (ft .d/fb)

π ft .d²/fb

(π/4). (ft .d3/fb)

ft .d/4fb

(π/4). (ft .d/fb)

π ft .d²/fb

(π/4). (ft .d3/fb)

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

\frac{w l^{2}}{4}

\frac{w l^{2}}{8}

\frac{w l^{2}}{12}

\frac{w l^{2}}{10}

$\frac{w l^{2}}{4}$

$\frac{w l^{2}}{8}$

$\frac{w l^{2}}{12}$

$\frac{w l^{2}}{10}$

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RCC Structures Design

RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as