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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
124 cm
80 cm
120 cm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
15 mm
7.5 mm
10 mm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be uniform
Be more at the edges of the foundation
Be zero at the centre of the foundation

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome high bearing stresses developed at the ends
All listed here
To overcome bursting stresses at the ends

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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

176 cm
236 cm
233 cm
300 cm

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hp/l
8hl/p²

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