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What is Column Design Calculations for Two Storey Building about?
This engineering report provides the structural calculations for column C1 in a proposed two-story residential building. The calculations check the column for minimum flexural strength and shear strength at the joints. For flexural strength, the calculated moment capacity of 154.56 kN-m exceeds the applied moment of 38.39 kN-m. For shear strength, the calculated shear capacity of 545.97 kN exceeds the applied shear of 162 kN. Therefore, the column is determined to be structurally safe based on both flexure
- Author
- Kenneth Cajefe
- Language
- EN