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This document summarizes the results of a bending analysis performed on a steel beam using SAP2000 software. The beam is a W460x74 section subjected to uniform loads. The flexural strength is checked for three unsupported lengths: 1.75m, 4m, and 12m. The results of the SAP2000 analysis are compared to independent hand calculations. For each case, the section compactness, moment capacity, and percent difference between SAP2000 and hand calculations are reported. The results show good agreement between the tw

Author

Mohamed Abo-Zaid

Language

EN