RCC Structures Design The Young's modulus of elasticity of steel, is 250 KN/mm² 200 KN/mm² 275 KN/mm² 150 KN/mm² 250 KN/mm² 200 KN/mm² 275 KN/mm² 150 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 10 legged 12 legged 6 legged 8 legged 10 legged 12 legged 6 legged 8 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/4 b/6 b/3 b/5 b/4 b/6 b/3 b/5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists At the bottom edge of the slab Below the slab All listed here Within the flange At the bottom edge of the slab Below the slab All listed here Within the flange ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A part of the slab may be considered as the flange of the T-beam if It is built integrally with the beam All of the listed here Flange has adequate reinforcement transverse to beam It is effectively bonded together with the beam It is built integrally with the beam All of the listed here Flange has adequate reinforcement transverse to beam It is effectively bonded together with the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a Simply supported beam Continuous beam None of these Cantilever beam Simply supported beam Continuous beam None of these Cantilever beam ANSWER DOWNLOAD EXAMIANS APP
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