RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of Half the distance of projection 0.1 L from the outer edge of column One-fourth the distance of projection 0.1 L from the centre edge of column Half the distance of projection 0.1 L from the outer edge of column One-fourth the distance of projection 0.1 L from the centre edge of column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are bent up at suitable places to serve as shear reinforcement Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are bent up at suitable places to serve as shear reinforcement ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 36 mm diameter 18 mm diameter 24 mm diameter 30 mm diameter 36 mm diameter 18 mm diameter 24 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to Neutral axis of the beam Tensile reinforcement Tensile edge Longitudinal central axis Neutral axis of the beam Tensile reinforcement Tensile edge Longitudinal central axis ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx) None of these (wx/wy) = (ly/lx)⁴ (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx) None of these (wx/wy) = (ly/lx)⁴ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is 49.9 kg/cm² 175 kg/cm² 250 kg/cm² 100 kg/cm² 49.9 kg/cm² 175 kg/cm² 250 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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