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DIY Purlin Beam-Column Analysis: Finding Design Properties for Adequacy Assessment

In this guide, we will explore how to find the necessary design properties for a Purlin beam-column, specifically focusing on DIY Problem #2 with centerline dimensions of h = 7.507 in, b = 1.889 in, d = 0.795 in, r = 0.217 in, and t = 0.059 in. We will also consider material properties with E = 29500 ksi, n = 0.3, G = 11346 ksi, and fy = 55 ksi. Additionally, we will analyze the applied loads, with a P = 1 kips and M = 30 kip-in, to determine if the DIY section is adequate to meet the ASD demands.

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DIY Purlin Beam-Column Analysis: Finding Design Properties for Adequacy Assessment

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  1. Purlin DIY Problem #2 • Find Py, Pcrl, Pcrd and Pcre for 120” centerline dimensions h = 7.507 in. b = 1.889 in. d = 0.795 in. r = 0.217 in. t = 0.059 in. properties E = 29500 ksi n = 0.3 G = 11346 ksi fy = 55 ksi

  2. DSM for Purlin DIY Problem #2

  3. Problem 2 Beam-Column Extra • ASD Demands • P = 1 kips • M = 30 kip-in. (about x-x axis) • Is the DIY section adequate?

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