The maximum diameter of a bar used in a ribbed slab, is

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm

12 mm

6 mm

20 mm

22 mm

12 mm

6 mm

20 mm

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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}}{8}

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

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

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

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

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

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

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)

√(M/100Q)

M/10√Q

M/100Q

√(M/Q)

√(M/100Q)

M/10√Q

M/100Q

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/2P

WL/4P

WL/3P

WL/P

WL/2P

WL/4P

WL/3P

WL/P

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40

30

45

35

40

30

45

35

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

None of these

(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)

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

None of these

(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)

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

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RCC Structures Design

RCC Structures Design The maximum diameter of a bar used in a ribbed slab, 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 If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

RCC Structures Design A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, 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
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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