If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm

6 mm

4 mm

7 mm

5 mm

6 mm

4 mm

7 mm

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)⁴

(wx/wy) = (ly/lx)

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)⁴

(wx/wy) = (ly/lx)

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

1400 kg/cm²

260 kg/cm²

230 kg/cm²

190 kg/cm²

1400 kg/cm²

260 kg/cm²

230 kg/cm²

190 kg/cm²

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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/2Sb

l = dt/3Sb

l = dt/4Sb

l = dt/Sb

l = dt/2Sb

l = dt/3Sb

l = dt/4Sb

l = dt/Sb

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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}}{10}

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

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

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

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

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

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

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

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2

Less than 2.5

2.5

Less than 2

2

Less than 2.5

2.5

Less than 2

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RCC Structures Design

RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

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

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

RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

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

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

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is