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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HDR: 4x4 <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: Jason Ave (3-15-2024.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 0.400 0.189 1.60 1.500 1.00 1.00 1.00 0.51 864.77 2160.00 0.44 288.001.00 54.31 <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 0.504 0.237 1.60 1.500 1.00 1.00 1.00 0.65 1,088.55 2160.00 0.56 288.001.00 68.37 <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 0.112 0.053 1.60 1.500 1.00 1.00 1.00 0.14 242.22 2160.00 0.12 288.001.00 15.21 <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 0.1087 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 0.751 0.751 <br />Overall MINimum 0.212 0.212 <br />D Only 0.412 0.412 <br />+D+L 0.624 0.624 <br />+D+Lr 0.652 0.652 <br />+D+0.750Lr+0.750L 0.751 0.751 <br />+D+0.750L 0.571 0.571 <br />+0.60D 0.247 0.247 <br />L Only 0.212 0.212