RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes With the perpendicular to the inclined plane of the soil None of these With the horizontal With the vertical With the perpendicular to the inclined plane of the soil None of these With the horizontal With the vertical ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is bn (fc/2) (d - n/3) Atft (d - n/3) ½ n₁ (1 - n₁/3) cbd² All listed here bn (fc/2) (d - n/3) Atft (d - n/3) ½ n₁ (1 - n₁/3) cbd² All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Six times Four times Three times Five times Six times Four times Three times Five times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is Needs revision of the section Is safe with stirrups Is safe with stirrups and inclined members Safe in shear Needs revision of the section Is safe with stirrups Is safe with stirrups and inclined members Safe in shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a beam the local bond stress Sb, is equal to Total perimeter of reinforcement/(Leaver arm × Shear force) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least Seven times the diameter Twice the diameter Thrice the diameter Four times the diameter Seven times the diameter Twice the diameter Thrice the diameter Four times the diameter ANSWER DOWNLOAD EXAMIANS APP
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