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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HDR: 4x6 (up to 6' 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 />1.00+1.250D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.365 0.155 1.60 1.300 1.00 1.00 1.00 1.00 682.76 1872.00 0.57 288.001.00 44.54 <br />1.00+1.187D+0.750L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.475 0.202 1.60 1.300 1.00 1.00 1.00 1.31 889.62 1872.00 0.74 288.001.00 58.04 <br />1.00+0.3501D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.102 0.043 1.60 1.300 1.00 1.00 1.00 0.28 191.24 1872.00 0.16 288.001.00 12.48 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.1312 3.022 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 1.042 1.042 <br />Overall MINimum 0.315 0.315 <br />D Only 0.536 0.536 <br />+D+L 0.851 0.851 <br />+D+Lr 0.896 0.896 <br />+D+0.750Lr+0.750L 1.042 1.042 <br />+D+0.750L 0.772 0.772 <br />+0.60D 0.321 0.321 <br />L Only 0.315 0.315 <br />1621 S Diamond St & <br />Unit# 24/24/2025