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 200 cm 100 cm 150 cm 50 cm 200 cm 100 cm 150 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by mc/t = n/(d - n) mc/t = (d - n)/n t/mc = (d - n)/n t/mc = (d + n)/n mc/t = n/(d - n) mc/t = (d - n)/n t/mc = (d - n)/n t/mc = (d + n)/n ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is Less than 2.5 2.5 Less than 2 2 Less than 2.5 2.5 Less than 2 2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Supporting end of the column Top of the column Capital Drop panel Supporting end of the column Top of the column Capital Drop panel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 8 cm 12 cm 6 cm 10 cm 8 cm 12 cm 6 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 52.5 53.5 54.5 51.5 52.5 53.5 54.5 51.5 ANSWER DOWNLOAD EXAMIANS APP
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