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Steel Beam <br />Your Solar PlansLic. # : KW-06019089 <br />DESCRIPTION:W12x14 <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: ec.ec6 <br />Project Title: <br />Engineer: <br />Printed: 21 FEB 2023, 4:23PM <br />Project Descr: <br />CODE REFERENCES <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combination Set : ASCE 7-16 <br />Material Properties <br />Analysis Method : <br />ksi <br />Bending Axis :Major Axis Bending <br />Beam is Fully Braced against lateral-torsional buckling <br />Allowable Strength Design Fy : Steel Yield :50.0 ksi <br />Beam Bracing :E: Modulus :29,000.0 <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Beam self weight calculated and added to loading <br />Loads on all spans... <br />Uniform Load on ALL spans : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft <br />Point Load : D = 0.05660, W = -0.8230 k @ 0.60 ft <br />Point Load : D = 0.05660, W = -0.8230 k @ 5.30 ft <br />Point Load : D = 0.05660, W = -0.8230 k @ 10.0 ft <br />Point Load : D = 0.05660, W = -0.8230 k @ 14.70 ft <br />Point Load : D = 0.05660, W = -0.8230 k @ 19.40 ft <br />.Design OKDESIGN SUMMARY <br />Maximum Bending Stress Ratio =0.100 : 1 <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 10.000 ft <br />0.9563 k <br />Mn / Omega : Allowable 43.413 k-ft Vn/Omega : Allowable <br />W12x14Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +0.60D+0.60W <br />42.754 k <br />Section used for this span W12x14 <br />Ma : Applied <br />Maximum Shear Stress Ratio =0.022 : 1 <br />19.429 ft <br />4.325 k-ft Va : Applied <br />2,352 >=180. <br />1982 <br />Ratio =2246 >=120. <br />Maximum Deflection <br />Max Downward Transient Deflection 0.056 in 4,262Ratio =>=180. <br />Max Upward Transient Deflection -0.102 in Ratio = <br />Max Downward Total Deflection 0.121 in Ratio =>=120. <br />Max Upward Total Deflection -0.107 in <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Max Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />D Only <br />Dsgn. L = 20.00 ft 1 0.054 0.011 2.32 2.32 72.50 43.41 1.00 1.00 0.48 71.40 42.75 <br />1 0.100 0.021 4.32 4.32 72.50 43.41 1.00 1.00 0.88 71.40 42.75 <br />1 0.088 0.018 3.82 3.82 72.50 43.41 1.00 1.00 0.78 71.40 42.75 <br />1 0.070 0.018 -3.06 3.06 72.50 43.41 1.00 1.00 0.77 71.40 42.75 <br />1801 E Edinger Ave - <br />10111733312/7/2023