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I wood Beam <br />LIC#: KW-060 17286 , Build :20 .23 .08 .30 <br />DESCRIPTION: CJ -1 @ 24" OC <br />Overall Maximum Deflections <br />Load Combination Span <br />+D+Lr <br />Vertical Reactions <br />Load Combination <br />Max Upward from all Load Condtttons <br />Max Upward from Load Combinations <br />Max Upward from Load Cases <br />DOnly <br />+D+Lr <br />+D+0 .750Lr <br />+0.600 <br />Lr Only <br />Project Title : <br />Engineer: <br />Project ID : <br />Project Oeser: <br />VP HOME <br />Max . "-" Defl Location in Span Load Combination <br />1.0622 10.073 <br />Support notation : Far left is #1 <br />Support 1 Support 2 <br />0.447 0.447 <br />0.447 0.447 .JL f::: LJ..'t 7 ~ <br />0.247 0.247 ~ I :.ft. <br />0.247 0.247 <br />0.447 0.447 <br />0.397 0.397 <br />0.148 0.148 <br />0.200 0.200 <br />f{ ;?.~ \(J[)/114-­) <br />[y .\ ~ /t('""))G? ~2--\.:: ~) 2-.~ I <br />Project F"tkf: SA Deming.ec6 <br />(c) ENERCALC INC 1983-2023 <br />Max. "+" Defl Location in Span <br />0.0000 0.000 <br />Values in KIPS <br />-) -- <br />746 S Deming St, Unit# 2 <br />& 31/23/2025