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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:RR1: 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: 1329 W McFadden Ave (10-17-2024).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 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.289 0.102 1.60 1.500 1.15 1.00 1.00 0.18 717.21 2484.00 0.10 288.001.00 29.36 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.122 0.043 1.60 1.500 1.15 1.00 1.00 0.08 303.43 2484.00 0.04 288.001.00 12.42 <br />1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.073 0.026 1.60 1.500 1.15 1.00 1.00 0.05 182.06 2484.00 0.03 288.001.00 7.45 <br />1.00+1.250D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.153 0.054 1.60 1.500 1.15 1.00 1.00 0.10 379.26 2484.00 0.05 288.001.00 15.53 <br />1.00+1.250D-0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.153 0.054 1.60 1.500 1.15 1.00 1.00 0.10 379.26 2484.00 0.05 288.001.00 15.53 <br />1.00+1.187D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.145 0.051 1.60 1.500 1.15 1.00 1.00 0.09 360.31 2484.00 0.05 288.001.00 14.75 <br />1.00+1.187D+0.750L+0.750S-0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.145 0.051 1.60 1.500 1.15 1.00 1.00 0.09 360.31 2484.00 0.05 288.001.00 14.75 <br />1.00+0.3501D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.043 0.015 1.60 1.500 1.15 1.00 1.00 0.03 106.23 2484.00 0.02 288.001.00 4.35 <br />1.00+0.3501D-0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.50 ft 1 0.043 0.015 1.60 1.500 1.15 1.00 1.00 0.03 106.23 2484.00 0.02 288.001.00 4.35 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H 1 0.1947 3.274 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 0.134 0.134 <br />Overall MINimum 0.087 0.087 <br />+D+H 0.048 0.048 <br />+D+L+H 0.048 0.048 <br />+D+Lr+H 0.134 0.134 <br />+D+S+H 0.048 0.048 <br />+D+0.750Lr+0.750L+H 0.113 0.113 <br />+D+0.750L+0.750S+H 0.048 0.048 <br />+D+0.60W+H 0.048 0.048 <br />+D+0.750Lr+0.750L+0.450W+H 0.113 0.113 <br />+D+0.750L+0.750S+0.450W+H 0.048 0.048 <br />+0.60D+0.60W+0.60H 0.029 0.029 <br />+D+0.70E+0.60H 0.048 0.048 <br />+D-0.70E+0.60H 0.048 0.048 <br />+D+0.750L+0.750S+0.5250E+H 0.048 0.048 <br />+D+0.750L+0.750S-0.5250E+H 0.048 0.048 <br />+0.60D+0.70E+H 0.029 0.029 <br />+0.60D-0.70E+H 0.029 0.029 <br />D Only 0.048 0.048 <br />Lr Only 0.087 0.087 <br />H Only <br />1329 W McFadden Ave, <br />Unit 24/24/2025