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
RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is P/A P/2A A/P 2A/P P/A P/2A A/P 2A/P ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 2.0 times the average 1.75 times the average 1.50 times the average 1.25 times the average 2.0 times the average 1.75 times the average 1.50 times the average 1.25 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The breadth of a ribbed slab containing two bars must be between 12 cm to 15 cm 10 cm to 12 cm 6 cm to 7.5 cm 8 cm to 10 cm 12 cm to 15 cm 10 cm to 12 cm 6 cm to 7.5 cm 8 cm to 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of the column head support a flat slab, is generally kept 0.25 times the diameter of the column 5.0 cm larger than the diameter of the column 4.0 cm larger than the diameter of the column 0.25 times the span length 0.25 times the diameter of the column 5.0 cm larger than the diameter of the column 4.0 cm larger than the diameter of the column 0.25 times the span length 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 8 legged 6 legged 12 legged 10 legged 8 legged 6 legged 12 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
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