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This document summarizes the calculations for a short column consolidation. It calculates the required reinforcement areas for the main reinforcement (As1, As2, As3) and horizontal reinforcement (Ah1, Ah2). The largest main reinforcement area is determined to be As3 = 1244.5 mm2, which is satisfied by using D16-150 bars with an area of 1340.4 mm2. The horizontal reinforcement is calculated to be Ah1 = 67.54 mm2 and Ah2 = 641.835 mm2, which can be satisfied using 3x2D13 bars with a total area of 796.38 mm2.
- Author
- Agus Djurijanto
- Language
- EN