RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 8.5 5.8 7.5 0.87 8.5 5.8 7.5 0.87 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 upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are Continued up Bent inward at the floor level All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level All of the listed here Stopped just below the floor level and separate lap bars provided ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by D = 0.00775 aP D = 0.0775 aP D = 0.07775 aP D = 0.775 Pa D = 0.00775 aP D = 0.0775 aP D = 0.07775 aP D = 0.775 Pa ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 205 cm 200 cm 210 cm 230 cm 205 cm 200 cm 210 cm 230 cm ANSWER DOWNLOAD EXAMIANS APP
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 40° 30° All listed here 45° 40° 30° All listed here 45° ANSWER DOWNLOAD EXAMIANS APP
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