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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:RR1: 2x6 @ 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 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.460 0.122 1.60 1.300 1.15 1.00 1.00 0.62 989.90 2152.80 0.19 288.001.00 35.05 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.195 0.051 1.60 1.300 1.15 1.00 1.00 0.26 418.80 2152.80 0.08 288.001.00 14.83 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.117 0.031 1.60 1.300 1.15 1.00 1.00 0.16 251.28 2152.80 0.05 288.001.00 8.90 <br />1.00+1.250D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.243 0.064 1.60 1.300 1.15 1.00 1.00 0.33 523.46 2152.80 0.10 288.001.00 18.53 <br />1.00+1.250D-0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.243 0.064 1.60 1.300 1.15 1.00 1.00 0.33 523.46 2152.80 0.10 288.001.00 18.53 <br />1.00+1.187D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.231 0.061 1.60 1.300 1.15 1.00 1.00 0.31 497.30 2152.80 0.10 288.001.00 17.61 <br />1.00+1.187D+0.750L+0.750S-0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.231 0.061 1.60 1.300 1.15 1.00 1.00 0.31 497.30 2152.80 0.10 288.001.00 17.61 <br />1.00+0.3501D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.068 0.018 1.60 1.300 1.15 1.00 1.00 0.09 146.62 2152.80 0.03 288.001.00 5.19 <br />1.00+0.3501D-0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.068 0.018 1.60 1.300 1.15 1.00 1.00 0.09 146.62 2152.80 0.03 288.001.00 5.19 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H 1 0.5828 6.044 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 0.248 0.248 <br />Overall MINimum 0.160 0.160 <br />+D+H 0.088 0.088 <br />+D+L+H 0.088 0.088 <br />+D+Lr+H 0.248 0.248 <br />+D+S+H 0.088 0.088 <br />+D+0.750Lr+0.750L+H 0.208 0.208 <br />+D+0.750L+0.750S+H 0.088 0.088 <br />+D+0.60W+H 0.088 0.088 <br />+D+0.750Lr+0.750L+0.450W+H 0.208 0.208 <br />+D+0.750L+0.750S+0.450W+H 0.088 0.088 <br />+0.60D+0.60W+0.60H 0.053 0.053 <br />+D+0.70E+0.60H 0.088 0.088 <br />+D-0.70E+0.60H 0.088 0.088 <br />+D+0.750L+0.750S+0.5250E+H 0.088 0.088 <br />+D+0.750L+0.750S-0.5250E+H 0.088 0.088 <br />+0.60D+0.70E+H 0.053 0.053 <br />+0.60D-0.70E+H 0.053 0.053 <br />D Only 0.088 0.088 <br />Lr Only 0.160 0.160 <br />H Only <br />1621 S Diamond St & <br />Unit# 24/24/2025