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• Apr 19, 2026 monorail beam design example in Reinforcement: Multiple bars totaling approximately 11,404 mm², e.g., 20 bars of 20 mm diameter (each ≈ 314 mm², total ≈ 6,280 mm²) supplemented with additional bars to meet the reinforcement area. Shear Reinforcement: Due to shear force (~678 kN) By Wanda Christiansen
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