RCC Structures Design The self-weight of the footing, is Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment WL/4 WL/8 WL/2 WL/6 WL/4 WL/8 WL/2 WL/6 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Ultimate load method None of these Load factor method Modular ratio method Ultimate load method None of these Load factor method Modular ratio method 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 28 d 38 d 58 d 48 d 28 d 38 d 58 d 48 d 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 Stopped just below the floor level and separate lap bars provided All of the listed here Bent inward at the floor level Continued up Stopped just below the floor level and separate lap bars provided All of the listed here Bent inward at the floor level ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is Kx (1 + x/l) + bw All listed here Kx (1 - x/l) + bw K/x (1 + x/d) + bw Kx (1 + x/l) + bw All listed here Kx (1 - x/l) + bw K/x (1 + x/d) + bw ANSWER DOWNLOAD EXAMIANS APP
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