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

300 cm

233 cm

176 cm

236 cm

300 cm

233 cm

176 cm

236 cm

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder

Tread

Rise

Flight

Winder

Tread

Rise

Flight

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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

15 mm

25 mm

10 mm

20 mm

15 mm

25 mm

10 mm

20 mm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter

24 mm diameter

30 mm diameter

36 mm diameter

18 mm diameter

24 mm diameter

30 mm diameter

36 mm diameter

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°

35°

45°

25°

55°

35°

45°

25°

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RCC Structures Design
The self-weight of the footing, is

Both (b) and (c)

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Not considered for calculating the upward pressure on footing

Both (b) and (c)

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Not considered for calculating the upward pressure on footing

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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 The horizontal portion of a step in a stairs case, is known as

RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design The self-weight of the footing, 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

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
The self-weight of the footing, is