RCC Structures Design The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is 30 cm 35 cm 20 cm 25 cm 30 cm 35 cm 20 cm 25 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 10 cm 8 cm 12 cm 6 cm 10 cm 8 cm 12 cm 6 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ 3.0 × 10⁻³ 3.0 × 10⁻² 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ 3.0 × 10⁻³ 3.0 × 10⁻² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is 300 cm 100 cm 200 cm 150 cm 300 cm 100 cm 200 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Width/(Lever arm × Shear force) Lever arm/(Shear force × Width) Shear force/(Lever arm × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Lever arm/(Shear force × Width) Shear force/(Lever arm × Width) (Shear force × Width)/Lever arm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 2.5 diameters One diameter 3 diameters 3.5 diameters 2.5 diameters One diameter 3 diameters 3.5 diameters ANSWER DOWNLOAD EXAMIANS APP
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