RCC Structures Design The live load to be considered for an inaccessible roof, is Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier All listed here Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier All listed here Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One fourth of the width of the steam at the bottom Width of the stem at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom One fourth of the width of the steam at the bottom Width of the stem at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 200 cm 210 cm 205 cm 230 cm 200 cm 210 cm 205 cm 230 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² 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 K/x (1 + x/d) + bw All listed here Kx (1 + x/l) + bw Kx (1 - x/l) + bw K/x (1 + x/d) + bw All listed here Kx (1 + x/l) + bw Kx (1 - x/l) + bw ANSWER DOWNLOAD EXAMIANS APP
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