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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:RR: 2x4 @ 16" oc <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+D+0.750Lr+0.750L+0.450W+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.476 0.129 1.60 1.500 1.00 1.00 1.00 0.26 1,028.31 2160.00 0.13 288.001.00 37.07 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.476 0.129 1.60 1.500 1.00 1.00 1.00 0.26 1,028.31 2160.00 0.13 288.001.00 37.07 <br />1.00+0.60D+0.60W+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.133 0.036 1.60 1.500 1.00 1.00 1.00 0.07 286.46 2160.00 0.04 288.001.00 10.33 <br />1.00+1.250D+0.70E+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.276 0.075 1.60 1.500 1.00 1.00 1.00 0.15 596.74 2160.00 0.08 288.001.00 21.51 <br />1.00+1.250D-0.70E+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.276 0.075 1.60 1.500 1.00 1.00 1.00 0.15 596.74 2160.00 0.08 288.001.00 21.51 <br />1.00+1.187D+0.750L+0.750S+0.5250E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.517 0.140 1.60 1.500 1.00 1.00 1.00 0.29 1,117.80 2160.00 0.14 288.001.00 40.30 <br />1.00+1.187D+0.750L+0.750S-0.5250E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.517 0.140 1.60 1.500 1.00 1.00 1.00 0.29 1,117.80 2160.00 0.14 288.001.00 40.30 <br />1.00+0.3501D+0.70E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.077 0.021 1.60 1.500 1.00 1.00 1.00 0.04 167.15 2160.00 0.02 288.001.00 6.03 <br />1.00+0.3501D-0.70E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.50 ft 1 0.077 0.021 1.60 1.500 1.00 1.00 1.00 0.04 167.15 2160.00 0.02 288.001.00 6.03 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.3674 3.777 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 0.165 0.165 <br />Overall MINimum 0.100 0.100 <br />+D+H 0.065 0.065 <br />+D+L+H 0.165 0.165 <br />+D+Lr+H 0.065 0.065 <br />+D+S+H 0.065 0.065 <br />+D+0.750Lr+0.750L+H 0.140 0.140 <br />+D+0.750L+0.750S+H 0.140 0.140 <br />+D+0.60W+H 0.065 0.065 <br />+D+0.750Lr+0.750L+0.450W+H 0.140 0.140 <br />+D+0.750L+0.750S+0.450W+H 0.140 0.140 <br />+0.60D+0.60W+0.60H 0.039 0.039 <br />+D+0.70E+0.60H 0.065 0.065 <br />+D-0.70E+0.60H 0.065 0.065 <br />+D+0.750L+0.750S+0.5250E+H 0.140 0.140 <br />+D+0.750L+0.750S-0.5250E+H 0.140 0.140 <br />+0.60D+0.70E+H 0.039 0.039 <br />+0.60D-0.70E+H 0.039 0.039 <br />D Only 0.065 0.065 <br />L Only 0.100 0.100 <br />H Only