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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HDR: 4x4 (up to 4' 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 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.0 ft 1 0.347 0.163 1.60 1.500 1.00 1.00 1.00 0.45 749.33 2160.00 0.38 288.001.00 47.06 <br />1.00+1.187D+0.750L 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.0 ft 1 0.452 0.213 1.60 1.500 1.00 1.00 1.00 0.58 976.36 2160.00 0.50 288.001.00 61.32 <br />1.00+0.3501D 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.0 ft 1 0.097 0.046 1.60 1.500 1.00 1.00 1.00 0.12 209.89 2160.00 0.11 288.001.00 13.18 <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 0.1006 2.015 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 0.695 0.695 <br />Overall MINimum 0.210 0.210 <br />D Only 0.357 0.357 <br />+D+L 0.567 0.567 <br />+D+Lr 0.597 0.597 <br />+D+0.750Lr+0.750L 0.695 0.695 <br />+D+0.750L 0.515 0.515 <br />+0.60D 0.214 0.214 <br />L Only 0.210 0.210 <br />1621 S Diamond St & <br />Unit# 24/24/2025