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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 />Span # <br />Max Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />+D+0.750Lr+0.450W <br />Dsgn. L = 20.00 ft 1 0.005 0.004 0.04 -0.21 0.21 72.50 43.41 1.00 1.00 0.18 71.40 42.75 <br />1 0.039 0.011 -1.71 1.71 72.50 43.41 1.00 1.00 0.46 71.40 42.75 <br />1 0.092 0.022 -3.99 3.99 72.50 43.41 1.00 1.00 0.96 71.40 42.75 <br />1 0.032 0.007 1.39 1.39 72.50 43.41 1.00 1.00 0.29 71.40 42.75 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1211 10.057 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum -2.058 -2.058 <br />Overall MINimum -0.143 -0.143 <br />D Only 0.483 0.483 <br />+D+Lr 0.883 0.883 <br />+D+0.750Lr 0.783 0.783 <br />+D+0.60W -0.751 -0.751 <br />+D+0.750Lr+0.450W -0.143 -0.143 <br />+D+0.450W -0.443 -0.443 <br />+0.60D+0.60W -0.945 -0.945 <br />+0.60D 0.290 0.290 <br />Lr Only 0.400 0.400 <br />W Only -2.058 -2.058 <br />1801 E Edinger Ave - <br />10111733312/7/2023