RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A circular curve An elliptical curve A parabolic curve A straight line A circular curve An elliptical curve A parabolic curve A straight line ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by t/mc = (d + n)/n mc/t = (d - n)/n t/mc = (d - n)/n mc/t = n/(d - n) t/mc = (d + n)/n mc/t = (d - n)/n t/mc = (d - n)/n mc/t = n/(d - n) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Modular ratio method Load factor method None of these Ultimate load method Modular ratio method Load factor method None of these Ultimate load method ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as Magnel-Blaton system Freyssinet system Lee-McCall system C.L. standard system Magnel-Blaton system Freyssinet system Lee-McCall system C.L. standard system ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Capital Supporting end of the column Drop panel Top of the column Capital Supporting end of the column Drop panel Top of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 48 d 28 d 38 d 58 d 48 d 28 d 38 d 58 d ANSWER DOWNLOAD EXAMIANS APP
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