Question A reinforced concrete beam of rectangular cross section of breadth 230 mm and effective depth 400 mm is subjected to a maximum factored shear force of 120 kN. The grades of concrete, main steel and stirrup steel are M20, Fe415 and Fe250 respectively. For the area of main steel provided, the design shear strength î as per IS : 4562000 is 0.48 N/mm². The beam is designed for collapse limit state. In addition, the beam is subjected to a torque whose factored value if 10.90 kNm. The stirrups have to be provided to carry a shear (kN) equal to

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A reinforced concrete beam of rectangular cross section of breadth 230 mm and effective depth 400
mm is subjected to a maximum factored shear force of 120 kN. The grades of concrete, main steel
and stirrup steel are M20, Fe415 and Fe250 respectively. For the area of main steel provided, the
design shear strength as per IS: 4562000 is 0.48 N/mm². The beam is designed for collapse limit
state.
In addition, the beam is subjected to a torque whose factored value if 10.90 kNm. The stirrups have
to be provided to carry a shear (kN) equal to
Transcribed Image Text:Question A reinforced concrete beam of rectangular cross section of breadth 230 mm and effective depth 400 mm is subjected to a maximum factored shear force of 120 kN. The grades of concrete, main steel and stirrup steel are M20, Fe415 and Fe250 respectively. For the area of main steel provided, the design shear strength as per IS: 4562000 is 0.48 N/mm². The beam is designed for collapse limit state. In addition, the beam is subjected to a torque whose factored value if 10.90 kNm. The stirrups have to be provided to carry a shear (kN) equal to
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