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
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/10√Q

√(M/Q)

√(M/100Q)

M/100Q

M/10√Q

√(M/Q)

√(M/100Q)

M/100Q

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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

30

40

45

35

30

40

45

35

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span

1/20th of span

1/30th of span

1/15th of span

1/25th of span

1/20th of span

1/30th of span

1/15th of span

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span

1/6th of the span

1/4th of the span

1/7th of the span

1/5th of the span

1/6th of the span

1/4th of the span

1/7th of the span

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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

25 mm

15 mm

10 mm

20 mm

25 mm

15 mm

10 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}}{4}

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

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

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

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

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

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

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

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RCC Structures Design

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 For initial estimate for a beam design, the width is assumed

RCC Structures Design In a simply supported slab, alternate bars are curtailed at

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
For initial estimate for a beam design, the width is assumed

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

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