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 150 cm 100 cm 200 cm 300 cm 150 cm 100 cm 200 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 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 200 cm 150 cm 100 cm 50 cm 200 cm 150 cm 100 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 6 legged 10 legged 8 legged 12 legged 6 legged 10 legged 8 legged 12 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 4,120 kg 412,000 kg 41,200 kg None of these 4,120 kg 412,000 kg 41,200 kg None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force ANSWER DOWNLOAD EXAMIANS APP
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