RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by (5/6) (r/1 + r²) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r²/1 + r³) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r²/1 + r³) M ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.696 % 0.596 % 0.496 % 0.796 % 0.696 % 0.596 % 0.496 % 0.796 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 300 kg/cm² 400 kg/cm² 100 kg/cm² 200 kg/cm² 300 kg/cm² 400 kg/cm² 100 kg/cm² 200 kg/cm² 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 Bent inward at the floor level Stopped just below the floor level and separate lap bars provided Continued up All of the listed here Bent inward at the floor level Stopped just below the floor level and separate lap bars provided Continued up All of the listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Piles are usually driven by Single acting steam hammer All listed here Drop hammer Diesel operated hammer Single acting steam hammer All listed here Drop hammer Diesel operated hammer ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 30 40 45 35 30 40 45 35 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS