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I. At the discontinuous end of the second floor beam: - The beam is 400x500mm and singly reinforced - Minimum reinforcement is 0.00891% - Required reinforcement is 1532.52mm^2 using 3 bars of 30mm diameter II. At midspan of the second floor beam: - The beam is 400x500mm and singly reinforced - Minimum reinforcement is 0.0135% - Required reinforcement is 2322mm^2 using 4 bars of 30mm diameter III. At the continuous support of the second floor beam: - The beam is 400x500mm and singly reinforced - Minim

Author

Jelianne Kyla Tanpian

Language

EN