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

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

Less than 2.5

Less than 2

2

2.5

Less than 2.5

Less than 2

2

2.5

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²

400 kg/cm²

100 kg/cm²

200 kg/cm²

300 kg/cm²

400 kg/cm²

100 kg/cm²

200 kg/cm²

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/Z)

f = (P/'- (Z/M)

f = (A/P) - (M/Z)

f = (P/A) - (M/6Z)

f = (P/A) - (M/Z)

f = (P/'- (Z/M)

f = (A/P) - (M/Z)

f = (P/A) - (M/6Z)

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7

0.9

0.2

0.8

0.7

0.9

0.2

0.8

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RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

None of these

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

None of these

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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}}{8}

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

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

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

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

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

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

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

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RCC Structures Design

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 In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design ‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is

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
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

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