RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 300 kg/cm² 400 kg/cm² 200 kg/cm² 100 kg/cm² 300 kg/cm² 400 kg/cm² 200 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 20 25 15 10 20 25 15 10 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by Rankine formula Grashoff formula Rankine Grashoff formula Marcus formula Rankine formula Grashoff formula Rankine Grashoff formula Marcus formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.0 × 10⁻³ 3.0 × 10⁻² 3.5 × 10⁻⁵ 3.0 × 10⁻⁵ 3.0 × 10⁻³ 3.0 × 10⁻² 3.5 × 10⁻⁵ 3.0 × 10⁻⁵ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is (Area of the column A × Safe punching stress)/Load on column A None of these (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (Area of the column A × Safe punching stress)/Load on column A None of these (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) 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 zero shear force Less loaded column More loaded column A point of the maximum shear force A point of zero shear force Less loaded column More loaded column A point of the maximum shear force ANSWER DOWNLOAD EXAMIANS APP
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