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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 />General Beam Properties <br />Elastic Modulus ksi50.0 <br />0.10Span #1 in^4Area =in^2 Moment of Inertia =Span Length =0.507.0 ft <br />0.10Span #2 in^4Area =in^2 Moment of Inertia =Span Length =0.507.0 ft <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Loads on all spans... <br />Uniform Load on ALL spans : D = 0.0080 k/ft, Tributary Width = 3.0 ft <br />Load(s) for Span Number 1 <br /> Point Load : D = 0.130, W = 0.2930 k @ 1.330 ft, (Point Load 1) <br />Point Load : D = 0.130, W = 0.2930 k @ 5.330 ft, (Point Load 2) <br />Load(s) for Span Number 2 <br /> Point Load : D = 0.130, W = 0.2930 k @ 1.670 ft, (Point Load 1) <br />Point Load : D = 0.130, W = 0.2930 k @ 5.670 ft, (Point Load 2) <br />.DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination +D+0.60W <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 7.000 ft <br />0.4729 k <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+0.60W <br />Maximum Shear = <br />7.000 ft <br />0.685k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 347.502 in 0 <br />Max Upward Transient Deflection 5.831 in 14 <br />Max Downward Total Deflection 471.935 in 0 <br />Max Upward Total Deflection 2.546 in 32 <br />.Maximum Forces & Stresses for Load Combinations <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 />Overall MAXimum Envelope <br />Dsgn. L = 7.00 ft 1 0.39 -0.69 0.69 0.47 <br />Dsgn. L = 7.00 ft 2 0.39 -0.69 0.69 0.47 <br />D Only <br />Dsgn. L = 7.00 ft 1 0.20 -0.38 0.38 0.26 <br />Dsgn. L = 7.00 ft 2 0.20 -0.38 0.38 0.26 <br />+D+0.60W <br />Dsgn. L = 7.00 ft 1 0.39 -0.69 0.69 0.47 <br />Dsgn. L = 7.00 ft 2 0.39 -0.69 0.69 0.47 <br />+D+0.450W <br />Dsgn. L = 7.00 ft 1 0.34 -0.61 0.61 0.42 <br />Dsgn. L = 7.00 ft 2 0.34 -0.61 0.61 0.42 <br />+0.60D+0.60W <br />Dsgn. L = 7.00 ft 1 0.31 -0.54 0.54 0.37 <br />Dsgn. L = 7.00 ft 2 0.31 -0.54 0.54 0.37 <br />+0.60D <br />Dsgn. L = 7.00 ft 1 0.12 -0.23 0.23 0.16 <br />P- 20 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024