RCC Structures Design The design of a retaining wall assumes that the retained earth Is dry Is not cohesive All listed here Is free from moisture Is dry Is not cohesive All listed here Is free from moisture ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 38 d 48 d 58 d 28 d 38 d 48 d 58 d 28 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is Needs revision of the section Is safe with stirrups Is safe with stirrups and inclined members Safe in shear Needs revision of the section Is safe with stirrups Is safe with stirrups and inclined members Safe in shear ANSWER DOWNLOAD EXAMIANS APP
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 To provide high bond stresses To overcome high bearing stresses developed at the ends All listed here To overcome bursting stresses at the ends ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 36 mm diameter 24 mm diameter 18 mm diameter 30 mm diameter 36 mm diameter 24 mm diameter 18 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level ANSWER DOWNLOAD EXAMIANS APP
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