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This document contains calculations for the design of an equal flange I-section for use as a rolled steel beam. The calculations determine properties of the section such as dimensions, section modulus, shear capacity, and moment capacity. Checks are performed to ensure the section satisfies requirements for class of section, slenderness, lateral-torsional buckling, moment capacity, and deflection. The section is determined to be satisfactory for the given applied loads based on the output of the various cal

Author

Umesh Chamara

Language

EN