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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.2 Metal Roof (D + W) - Maximum Support Negative 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 />Span # <br />Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />Dsgn. L = 7.75 ft 2 0.15 -0.25 0.25 0.15 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W 1 968.7268 3.219 0.0000 0.000 <br />+D+0.60W 2 954.5450 4.590 0.0000 0.000 <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 0.264 0.2570.959 <br />Overall MINimum <br />D Only 0.135 0.1330.484 <br />+D+0.60W 0.264 0.2570.959 <br />+D+0.450W 0.231 0.2260.840 <br />+0.60D+0.60W 0.209 0.2040.765 <br />+0.60D 0.081 0.0800.290 <br />W Only 0.214 0.2070.791 <br />. <br />P- 19 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024