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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:BM3: 3.5x7.0 PSL <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 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.0 ft 1 0.240 0.157 1.60 1.000 1.00 1.00 1.00 2.19 919.93 3840.00 0.78 304.001.00 47.79 <br />1.00+1.187D+0.750L 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.0 ft 1 0.397 0.260 1.60 1.000 1.00 1.00 1.00 3.63 1,523.37 3840.00 1.29 304.001.00 79.13 <br />1.00+0.3501D 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.0 ft 1 0.067 0.044 1.60 1.000 1.00 1.00 1.00 0.61 257.68 3840.00 0.22 304.001.00 13.39 <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 0.4308 5.036 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 1.714 1.714 <br />Overall MINimum 0.825 0.825 <br />D Only 0.701 0.701 <br />+D+L 1.526 1.526 <br />+D+Lr 1.226 1.226 <br />+D+0.750Lr+0.750L 1.714 1.714 <br />+D+0.750L 1.320 1.320 <br />+0.60D 0.421 0.421 <br />L Only 0.825 0.825 <br />1621 S Diamond St & <br />Unit# 24/24/2025