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
As per IS : 456, the reinforcement in a column should not be less than

0.6% and not more than 6% of cross-sectional area

0.5% and not more than 5% of cross-sectional area

0.8% and not more than 8% of cross-sectional area

0.7% and not more than 7% of cross-sectional area

0.6% and not more than 6% of cross-sectional area

0.5% and not more than 5% of cross-sectional area

0.8% and not more than 8% of cross-sectional area

0.7% and not more than 7% of cross-sectional area

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

Is not cohesive

Is dry

All listed here

Is free from moisture

Is not cohesive

Is dry

All listed here

Is free from moisture

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these

45°

60°

30°

None of these

45°

60°

30°

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars

Replacing larger bars by greater number of small bars

Decreasing the lever arm

Replacing smaller bars by greater number of greater bars

Increasing the total perimeter of bars

Replacing larger bars by greater number of small bars

Decreasing the lever arm

Replacing smaller bars by greater number of greater bars

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span

1/8th of the span

1/10th of the span

1/16th of the span

1/12th of the span

1/8th of the span

1/10th of the span

1/16th of the span

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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 As per IS : 456, the reinforcement in a column should not be less than

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

RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

RCC Structures Design The load stress of a section can be reduced by

RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

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
As per IS : 456, the reinforcement in a column should not be less than

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

RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

RCC Structures Design
The load stress of a section can be reduced by

RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as