RCC Structures Design The Young's modulus of elasticity of steel, is 250 KN/mm² 200 KN/mm² 150 KN/mm² 275 KN/mm² 250 KN/mm² 200 KN/mm² 150 KN/mm² 275 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 10 mm 15 mm 12 mm 11 mm 10 mm 15 mm 12 mm 11 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The steel generally used in R.C.C. work, is Mild steel High carbon steel High tension steel Stainless Mild steel High carbon steel High tension steel Stainless ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Is safe with stirrups Needs revision of section Is safe in shear Is safe with stirrups and inclined bars Is safe with stirrups Needs revision of section Is safe in shear Is safe with stirrups and inclined bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Mid span and fixed support Mid span Fixed end Free end Mid span and fixed support Mid span Fixed end Free end 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 = 0.775 a D = 0.775 √a D = 0.775 a² D = 0.0775 a D = 0.775 a D = 0.775 √a D = 0.775 a² D = 0.0775 a ANSWER DOWNLOAD EXAMIANS APP
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