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

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}}{10}

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

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

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

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

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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here

Weight of the soil above it

Load of the surcharge, if any

Its own weight

All listed here

Weight of the soil above it

Load of the surcharge, if any

Its own weight

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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)

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

None of these

(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)

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

None of these

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

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

200 kg/cm²

300 kg/cm²

400 kg/cm²

100 kg/cm²

200 kg/cm²

300 kg/cm²

400 kg/cm²

100 kg/cm²

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55

40

45

50

55

40

45

50

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above

Distance between the centers of T-beam

One-third of the effective span of the T-beam

Breadth of the rib plus twelve times the thickness of the slab

Least of the above

Distance between the centers of T-beam

One-third of the effective span of the T-beam

Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design

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 The design of heel slab of a retaining wall is based on the maximum bending moment due to:

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

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

RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design The width of the flange of a T-beam should be less than

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
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

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

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

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design
The width of the flange of a T-beam should be less than