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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:E2. Metal Roof (D + W) - Gov. Shear <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 0.12 -0.23 0.23 0.16 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W 1 471.9355 2.854 0.0000 0.000 <br />+D+0.60W 2 464.3933 4.200 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 0.307 0.3070.946 <br />Overall MINimum <br />D Only 0.167 0.1670.523 <br />+D+0.60W 0.307 0.3070.946 <br />+D+0.450W 0.272 0.2720.840 <br />+0.60D+0.60W 0.240 0.2400.737 <br />+0.60D 0.100 0.1000.314 <br />W Only 0.234 0.2340.705 <br />. <br />P- 21 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024