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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HIP2: 4x8 <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 = 15.0 ft 1 0.330 0.097 1.60 1.300 1.00 1.00 1.00 1.58 618.16 1872.00 0.47 288.001.00 27.94 <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 = 15.0 ft 1 0.097 0.029 1.60 1.300 1.00 1.00 1.00 0.47 182.26 1872.00 0.14 288.001.00 8.24 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.7778 7.828 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 0.617 1.192 <br />Overall MINimum 0.147 0.270 <br />D Only 0.245 0.450 <br />+D+Lr 0.617 1.192 <br />+D+0.750Lr 0.524 1.006 <br />+0.60D 0.147 0.270 <br />1621 S Diamond St & <br />Unit# 24/24/2025