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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:E1. Metal Roof (D + W) - Gov. Moment <br />Project File: Motive Commercial Metal Roof Calcs.ec6 <br />Project Title:Samueli Academy <br />Engineer:Faycal Merdach, PE <br />Project ID: <br />Project Descr:BRBF <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 = 7.00 ft 2 0.10 -0.21 0.21 0.15 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W 1 488.7641 2.800 0.0000 0.000 <br />+D+0.60W 2 464.3733 4.038 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 0.268 0.2160.860 <br />Overall MINimum <br />D Only 0.148 0.1160.460 <br />+D+0.60W 0.268 0.2160.860 <br />+D+0.450W 0.238 0.1910.760 <br />+0.60D+0.60W 0.208 0.1700.676 <br />+0.60D 0.089 0.0700.276 <br />W Only 0.200 0.1660.666 <br />. <br />P- 18 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024