RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 10 mm 12 mm 15 mm 11 mm 10 mm 12 mm 15 mm 11 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of the maximum shear force Less loaded column More loaded column A point of zero shear force A point of the maximum shear force Less loaded column More loaded column A point of zero shear force ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 6 legged 12 legged 10 legged 8 legged 6 legged 12 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Is safe with stirrups Is safe with stirrups and inclined bars Is safe in shear Needs revision of section Is safe with stirrups Is safe with stirrups and inclined bars Is safe in shear Needs revision of section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth All listed here Is dry Is not cohesive Is free from moisture All listed here Is dry Is not cohesive Is free from moisture ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.75 times the average 2.0 times the average 1.50 times the average 1.25 times the average 1.75 times the average 2.0 times the average 1.50 times the average 1.25 times the average ANSWER DOWNLOAD EXAMIANS APP