RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Modular ratio method Ultimate load method None of these Load factor method Modular ratio method Ultimate load method None of these Load factor method ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 200 kg/m² Nil 150 kg/cm² 75 kg/m² 200 kg/m² Nil 150 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 30 56 50 40 30 56 50 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 176 cm 236 cm 233 cm 300 cm 176 cm 236 cm 233 cm 300 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Piles are usually driven by All listed here Drop hammer Single acting steam hammer Diesel operated hammer All listed here Drop hammer Single acting steam hammer Diesel operated hammer ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here ANSWER DOWNLOAD EXAMIANS APP
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