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A RC beam of rectangular cross - section of breadth 250 mm and effective depth 450 mm is subjected to a maximum factored shear force of 150 kN. The grade of concrete is M25 and grade of main steel and stirrups are Fe415 and Fe250 respectively. For the area of main steel provided, the design shear strength τcas per IS 456: 2000 is 0.56N/mm2. If the beam is designed for collapse limit state then the spacing of 2 - legged 10 mm vertical stirrups to be provided is mm

Answer» A RC beam of rectangular cross - section of breadth 250 mm and effective depth 450 mm is subjected to a maximum factored shear force of 150 kN. The grade of concrete is M25 and grade of main steel and stirrups are Fe415 and Fe250 respectively. For the area of main steel provided, the design shear strength τcas per IS 456: 2000 is 0.56N/mm2. If the beam is designed for collapse limit state then the spacing of 2 - legged 10 mm vertical stirrups to be provided is mm


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