RCC Structures Design If T and R are tread and rise respectively of a stair, then 2R + T = 60 R + 2T = 60 R + 2T= 30 2R + T = 30 2R + T = 60 R + 2T = 60 R + 2T= 30 2R + T = 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.25 0.7 0.75 0.5 0.25 0.7 0.75 0.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 50 cm 200 cm 100 cm 150 cm 50 cm 200 cm 100 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 24 diameters from the centre of the column 42 diameters from the outer edge of the column 42 diameters from the centre of the column 42 diameters from the inner edge of the column 24 diameters from the centre of the column 42 diameters from the outer edge of the column 42 diameters from the centre of the column 42 diameters from the inner edge of the column 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 Safe in shear 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 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Doubly reinforced beams ignoring compressive stress in concrete Beams if shear exceeds 4 times allowable shear stress Steel beams encased in concrete Design of simple steel beams Doubly reinforced beams ignoring compressive stress in concrete Beams if shear exceeds 4 times allowable shear stress Steel beams encased in concrete Design of simple steel beams ANSWER DOWNLOAD EXAMIANS APP
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