An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm

300 cm

176 cm

236 cm

233 cm

300 cm

176 cm

236 cm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

An elliptical curve

A parabolic curve

A straight line

A circular curve

An elliptical curve

A parabolic curve

A straight line

A circular curve

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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}}{4}

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

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

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

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

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

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

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only

Steel will yield first

Steel provided is insufficient

Steel is provided at the underside only

Steel provided on one face only

Steel will yield first

Steel provided is insufficient

Steel is provided at the underside only

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RCC Structures Design
Steel beam theory is used for

Beams if shear exceeds 4 times allowable shear stress

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

Design of simple steel beams

Beams if shear exceeds 4 times allowable shear stress

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

Design of simple steel beams

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm

15 mm

20 mm

25 mm

10 mm

15 mm

20 mm

25 mm

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RCC Structures Design

RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows:

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 An under-reinforced section means

RCC Structures Design Steel beam theory is used for

RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

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
An under-reinforced section means

RCC Structures Design
Steel beam theory is used for

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of