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RCC Structures Design

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

80 cm
120 cm
123 cm
124 cm

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
12% of wall weight
7% of wall weight
5% of wall weight

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
2 × Q/jdƩO
Q/3jdƩO
Q/jdƩO

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Supports
Mid span
Quarter span

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
Is not economical and hence not generally used
None of these
Is economical for large spans and is adopted now a days

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)
None of these
(wx/wy) = (ly/lx)⁴

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