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}}{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
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

25 mm

20 mm

15 mm

10 mm

25 mm

20 mm

15 mm

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses

Resist the shrinkage stress

Distribute the load

All of these

Resist the temperature stresses

Resist the shrinkage stress

Distribute the load

All of these

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel

All of the listed here

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

Compression is resisted by compression steel

All of the listed here

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up

Bent inward at the floor level

All of the listed here

Stopped just below the floor level and separate lap bars provided

Continued up

Bent inward at the floor level

All of the listed here

Stopped just below the floor level and separate lap bars provided

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO

2 × Q/jdƩO

Q/3jdƩO

Q/jdƩO

Q/2jdƩO

2 × Q/jdƩO

Q/3jdƩO

Q/jdƩO

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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 transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design According to the steel beam theory of doubly reinforced beams

RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, 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
The transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is