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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Diagonal compression
Vertical shear
Horizontal shear

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is over safe in shear
Is unsafe in shear
Needs redesigning

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for end panels without drops
L/32 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.6
0.5
0.4

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is decreased by Pe/Z
Is increased by PZ/e
Is increased by Pe/Z
Remains unchanged

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