RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is (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) None of these (Area of the column A × Safe punching stress)/Load on column A (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) None of these (Area of the column A × Safe punching stress)/Load on column A ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in concrete × area of concrete + Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in steel × area of steel Stress in concrete × area of concrete + Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in steel × area of steel 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 Design of R.C.C. cantilever beams, is based on the resultant force at Free end Mid span Fixed end Mid span and fixed support Free end Mid span Fixed end Mid span and fixed support ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 8 mm 6 mm 10 mm 12 mm 8 mm 6 mm 10 mm 12 mm ANSWER DOWNLOAD EXAMIANS APP
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