RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is All listed here 30° 45° 40° All listed here 30° 45° 40° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken L/32 for end panels without drops L/36 for interior panels without drop All listed here L/36 for end panels without drops L/32 for end panels without drops L/36 for interior panels without drop All listed here L/36 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per I.S. 456 - 1978, the pH value of water shall be Equal to 7 Not less than 6 Less than 6 Equal to 6 Equal to 7 Not less than 6 Less than 6 Equal to 6 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 = n/(d - n) 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 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by (5/6) (r²/1 + r³) M (5/6) (r²/1 + r⁴) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r³) M (5/6) (r²/1 + r⁴) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r²) M ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
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