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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:RR2: 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: 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+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 = 8.0 ft 1 0.437 0.128 1.60 1.500 1.15 1.00 1.00 0.28 1,086.42 2484.00 0.13 288.001.00 37.01 <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 = 8.0 ft 1 0.185 0.054 1.60 1.500 1.15 1.00 1.00 0.12 459.64 2484.00 0.05 288.001.00 15.66 <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 = 8.0 ft 1 0.111 0.033 1.60 1.500 1.15 1.00 1.00 0.07 275.78 2484.00 0.03 288.001.00 9.39 <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 = 8.0 ft 1 0.231 0.068 1.60 1.500 1.15 1.00 1.00 0.15 574.50 2484.00 0.07 288.001.00 19.57 <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 = 8.0 ft 1 0.231 0.068 1.60 1.500 1.15 1.00 1.00 0.15 574.50 2484.00 0.07 288.001.00 19.57 <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 = 8.0 ft 1 0.220 0.065 1.60 1.500 1.15 1.00 1.00 0.14 545.79 2484.00 0.07 288.001.00 18.59 <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 = 8.0 ft 1 0.220 0.065 1.60 1.500 1.15 1.00 1.00 0.14 545.79 2484.00 0.07 288.001.00 18.59 <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 = 8.0 ft 1 0.065 0.019 1.60 1.500 1.15 1.00 1.00 0.04 160.92 2484.00 0.02 288.001.00 5.48 <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 = 8.0 ft 1 0.065 0.019 1.60 1.500 1.15 1.00 1.00 0.04 160.92 2484.00 0.02 288.001.00 5.48 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H 1 0.4467 4.029 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 0.107 0.107 <br />+D+H 0.059 0.059 <br />+D+L+H 0.059 0.059 <br />+D+Lr+H 0.165 0.165 <br />+D+S+H 0.059 0.059 <br />+D+0.750Lr+0.750L+H 0.139 0.139 <br />+D+0.750L+0.750S+H 0.059 0.059 <br />+D+0.60W+H 0.059 0.059 <br />+D+0.750Lr+0.750L+0.450W+H 0.139 0.139 <br />+D+0.750L+0.750S+0.450W+H 0.059 0.059 <br />+0.60D+0.60W+0.60H 0.035 0.035 <br />+D+0.70E+0.60H 0.059 0.059 <br />+D-0.70E+0.60H 0.059 0.059 <br />+D+0.750L+0.750S+0.5250E+H 0.059 0.059 <br />+D+0.750L+0.750S-0.5250E+H 0.059 0.059 <br />+0.60D+0.70E+H 0.035 0.035 <br />+0.60D-0.70E+H 0.035 0.035 <br />D Only 0.059 0.059 <br />Lr Only 0.107 0.107 <br />H Only <br />1621 S Diamond St & <br />Unit# 24/24/2025