RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 20 kg/cm² 15 kg/cm² 25 kg/cm² 10 kg/cm² 20 kg/cm² 15 kg/cm² 25 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is σc(A - Asc) + m σcAsc All listed here σc[A + (m - 1)Asc] σcAc + m σcAsc σc(A - Asc) + m σcAsc All listed here σc[A + (m - 1)Asc] σcAc + m σcAsc ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member All listed here To overcome bursting stresses at the ends To overcome high bearing stresses developed at the ends To provide high bond stresses All listed here To overcome bursting stresses at the ends To overcome high bearing stresses developed at the ends To provide high bond stresses ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On piles, the drop must be at least 120 cm 80 cm 124 cm 123 cm 120 cm 80 cm 124 cm 123 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Six times Three times Five times Four times Six times Three times Five times Four times 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 Less loaded column A point of zero shear force More loaded column A point of the maximum shear force Less loaded column A point of zero shear force More loaded column ANSWER DOWNLOAD EXAMIANS APP
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