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Wood Beam <br />Your Solar PlansLic. # : KW-06019089 <br />DESCRIPTION: 2x8 @ 24" OC <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 />Project ID: <br />Printed: 21 FEB 2023, 4:19PM <br />Project Descr: <br />Span # <br />Moment ValuesLoad Combination <br />C i C LC C C C F/V m r td <br />Shear ValuesMax Stress Ratios <br />M C V fb M fv F'b V F'vSegment Length <br />1.00Length = 11.333 ft 1 0.166 0.108 1.60 1.200 1.15 1.00 1.00 0.36 330.61 1987.20 0.23 288.001.00 31.16 <br />1.00+D+0.450W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.333 ft 1 0.388 0.175 1.60 1.200 1.15 1.00 1.00 0.84 770.44 1987.20 0.37 288.001.00 50.50 <br />1.00+0.60D+0.60W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.333 ft 1 0.711 0.300 1.60 1.200 1.15 1.00 1.00 1.55 1,412.91 1987.20 0.63 288.001.00 86.49 <br />1.00+0.60D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.333 ft 1 0.159 0.057 1.60 1.200 1.15 1.00 1.00 0.35 315.54 1987.20 0.12 288.001.00 16.44 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+0.60D+0.60W1 0.0000 0.000 -0.4189 5.667 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum -1.235 -1.234 <br />Overall MINimum 0.227 0.227 <br />D Only 0.212 0.212 <br />+D+Lr 0.438 0.438 <br />+D+0.750Lr 0.382 0.382 <br />+D+0.60W -0.529 -0.529 <br />+D+0.750Lr+0.450W -0.174 -0.174 <br />+D+0.450W -0.344 -0.344 <br />+0.60D+0.60W -0.614 -0.614 <br />+0.60D 0.127 0.127 <br />Lr Only 0.227 0.227 <br />W Only -1.235 -1.234 <br />1801 E Edinger <br />Ave - 101113188 & <br />2017800605/17/23