Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula

Grashoff formula

Rankine formula

Marcus formula

Rankine Grashoff formula

Grashoff formula

Rankine formula

Marcus formula

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc

σcAc + m σcAsc

σc[A + (m - 1)Asc]

All listed here

σc(A - Asc) + m σcAsc

σcAc + m σcAsc

σc[A + (m - 1)Asc]

All listed here

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3

h/4

h/2

2h/3

h/3

h/4

h/2

2h/3

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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}}{12}

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

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

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

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

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

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

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

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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)

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

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

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm

15 mm

25 mm

20 mm

10 mm

15 mm

25 mm

20 mm

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RCC Structures Design

RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

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

RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

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