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The beam is 457 mm wide and 760 mm deep with a concrete strength of 20 MPa and steel reinforcement of 500 MPa. It is designed as a doubly reinforced beam with tension reinforcement of 3473 sqmm from seven 25 mm bars and compression reinforcement of 1107 sqmm from two 20 mm and one 25 mm bars. Shear reinforcement of 8 mm stirrups at a spacing of 275 mm is required. The column is 200 mm wide and 200 mm deep with a concrete strength of 20 MPa and steel reinforcement of 415 MPa. It requires a minimum of 1440

Author

Pratik

Language

EN