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General Beam Analysis <br />LIC# : KW-06019350, Build:20.22.12.28 Motive Energy Inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:D.1 Metal Roof (D + W) - Maximum Mid-Span Postive Moment <br />Project File: Motive Commercial Metal Roof Calcs.ec6 <br />Project Title:G.A. Osborne Supply <br />Engineer:Elie Sayegh, PE <br />Project ID: <br />Project Descr:1-Story Steel Portal Frame Structure <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum -0.046 0.3040.560 <br />Overall MINimum -0.046 <br />D Only 0.027 0.1520.321 <br />+D+0.60W -0.001 0.3040.560 <br />+D+0.450W 0.006 0.2660.501 <br />+0.60D+0.60W -0.012 0.2430.432 <br />+0.60D 0.016 0.0910.193 <br />W Only -0.046 0.2530.399 <br />. <br />P- 16 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024