A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10

15

25

20

10

15

25

20

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete

Possesses internal stresses

Is made of concrete

Is stressed after casting

Is made of reinforced concrete

Possesses internal stresses

Is made of concrete

Is stressed after casting

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry

Is free from moisture

All listed here

Is not cohesive

Is dry

Is free from moisture

All listed here

Is not cohesive

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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

Stopped just below the floor level and separate lap bars provided

Continued up

All of the listed here

Bent inward at the floor level

Stopped just below the floor level and separate lap bars provided

Continued up

All of the listed here

Bent inward at the floor level

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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}}{10}

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

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

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

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

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

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

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm

12 cm

10 cm

8 cm

6 cm

12 cm

10 cm

8 cm

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RCC Structures Design

RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design A pre-stressed concrete member

RCC Structures Design The design of a retaining wall assumes that the retained earth

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 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 shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
A pre-stressed concrete member

RCC Structures Design
The design of a retaining wall assumes that the retained earth

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 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 shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is