RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 230 cm 210 cm 205 cm 200 cm 230 cm 210 cm 205 cm 200 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/30 WL²/15 WL²/60 WL²/90 WL²/30 WL²/15 WL²/60 WL²/90 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a beam the local bond stress Sb, is equal to Leaver arm/(Shear force × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) Leaver arm/(Shear force × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than 4 mm 5 mm 7 mm 6 mm 4 mm 5 mm 7 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 10 legged 12 legged 8 legged 6 legged 10 legged 12 legged 8 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
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