RCC Structures Design If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is None of these WR²/16 2WR²/16 3WR²/16 None of these WR²/16 2WR²/16 3WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A ribbed slab is provided for Thermal insulation All of these A plain ceiling Acoustic insulation Thermal insulation All of these A plain ceiling Acoustic insulation ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is WR²/16 2WR²/16 Zero 3WR²/16 WR²/16 2WR²/16 Zero 3WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θ° to the principal plane carrying the principal stress p₁, is: [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] cos 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] cos 2θ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of the maximum shear force More loaded column Less loaded column A point of zero shear force A point of the maximum shear force More loaded column Less loaded column A point of zero shear force ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A straight line An elliptical curve A circular curve A parabolic curve A straight line An elliptical curve A circular curve A parabolic curve ANSWER DOWNLOAD EXAMIANS APP
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