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RCC Structures Design

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Free end
Mid span and fixed support
Mid span

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
25 cm
30 cm
35 cm

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.7
0.8

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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/l
8hp/l²
8hl/p²

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

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

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