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What is Design of I-Section Purlins in Steel Structures about?

This lecture provides a worked example for designing an I-section purlin to support a galvanized iron roof in an industrial building in Kolkata, India. The loads, including dead load and wind load, are calculated. An I-section, ISLB 150, is selected with sufficient plastic section modulus to resist bending. The section is checked for bending strength, member strength, and deflection. The example demonstrates how to calculate biaxial bending moments and check the interaction formula to verify the design of t

Author

kassembaalbaki

Language

EN