RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 12 8 10 16 12 8 10 16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Ultimate load method Load factor method Modular ratio method None of these Ultimate load method Load factor method Modular ratio method None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists All listed here At the bottom edge of the slab Within the flange Below the slab All listed here At the bottom edge of the slab Within the flange Below the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On beams On columns On beams and columns On columns monolithically built with slab On beams On columns On beams and columns On columns monolithically built with slab 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 Needs revision of section 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 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 zero shear force More loaded column A point of the maximum shear force Less loaded column A point of zero shear force More loaded column A point of the maximum shear force Less loaded column ANSWER DOWNLOAD EXAMIANS APP
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