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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:FJ: 2x6 @ 16" oc (8' span) <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: 1621 S DIAMOND ST (10-15-2024).ec6 <br />Project Title:Engineer:Project ID:Project Descr: <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCCCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 8.0 ft 1 0.048 0.018 1.60 1.300 1.15 1.00 1.00 0.06 102.73 2152.80 0.03 288.001.00 5.24 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.2129 4.029 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 0.306 0.306 <br />Overall MINimum 0.213 0.213 <br />D Only 0.092 0.092 <br />+D+L 0.306 0.306 <br />+D+0.750L 0.252 0.252 <br />+0.60D 0.055 0.055 <br />L Only 0.213 0.213 <br />1621 S Diamond St & <br />Unit# 24/24/2025