RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 120 cm 75 cm 50 cm 100 cm 120 cm 75 cm 50 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed member it is advisable to use Low strength concrete but high tensile steel High strength concrete only Low strength concrete only High strength concrete and high tensile steel Low strength concrete but high tensile steel High strength concrete only Low strength concrete only High strength concrete and high tensile steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.0775 a D = 0.775 √a D = 0.775 a² D = 0.775 a D = 0.0775 a D = 0.775 √a D = 0.775 a² D = 0.775 a ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Width of the rib shall not be less than 7.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 200 kg/cm² 400 kg/cm² 300 kg/cm² 100 kg/cm² 200 kg/cm² 400 kg/cm² 300 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 41,200 kg None of these 412,000 kg 4,120 kg 41,200 kg None of these 412,000 kg 4,120 kg ANSWER DOWNLOAD EXAMIANS APP
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