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This document summarizes the design of steel purlins for a 3 story building located in Phnom Penh, Cambodia. Key details include: 1) The purlins will be made of steel with a yield strength of 2,400 ksc and will support a dead load of 10 kg/m2 and live load of 50 kg/m2. 2) The purlins will have a spacing of 1.3 m, overhang of 0.6 m, and span of 1.75 m. The roof slope is 28 degrees. 3) Based on the loads and geometry, a rectangular steel tube of dimensions 50 x 25 x 2.0 mm was selected for the p

Author

Ce Win

Language

EN