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j wood Beam <br />LIC#: KW-06017286 , Build :20 .23 .08 .30 <br />DESCRIPTION: HDR-1-Header <br />Overall Maximum Deflections <br />Load Combination Span <br />+D+Lr <br />Vertical Reactions <br />Load Combination <br />Max Upward from all Load Conditions <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 />Proj~ File: SA Chestnut.ec6 <br />VP HOME (c) ENERCALC INC 1983-2023 <br />Max . "." Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />0.2560 5.288 0.0000 0.000 <br />Support notation : Far left is #1 Values in KIPS <br />Support 1 Support 2 <br />0.869 0.869 <br />0.869 0.869 <br />0.449 0.449 <br />0.449 0.449 <br />0.869 0.869 <br />0.764 0.764 <br />0.269 0.269 <br />0.420 0.420 <br />• <br />I'{ <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024