Category: RCC Structures Design

A. Drop panel
B. Column head
C. Top of the column
D. None of these

A. 150 KN/mm2
B. 200 KN/mm2
C. 250 KN/mm2
D. 275 KN/mm2

A. 2R + T = 60
B. R + 2 T = 60
C. 2R + T = 30
D. R + 2 T = 30

A. 0.6
B. 0.7
C. 0.8
D. 0.9

A. 1400 kg/cm2
B. 190 kg/cm2
C. 260 kg/cm2
D. 230 kg/cm2

A. Its own weight
B. Weight of the soil above it
C. Load of the surcharge, if any
D. All the above

A. Footing
B. Raft
C. Strap
D. Strip

A. 10 mm
B. 15 mm
C. 20 mm
D. 25 mm

A. Flange has adequate reinforcement transverse to beam
B. It is built integrally with the beam
C. It is effectively bonded together with the beam
D. All the above

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