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I wood Beam <br />LIC#: KW-06017286 , Build :20 .23 .08 .30 <br />DESCRIPTION: HIP-1 -Hip Beam <br />Overall Maximum Deflections <br />Load Combination Span <br />+D+Lr <br />Vertical Reactions <br />Load Combination <br />Max Upward from all Load Cond1t1ons <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 />Project 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 .5432 8 .292 0 .0000 0 .000 <br />Support notation : Far left is #1 Values in KIPS <br />Support 1 Support 2 <br />1.351 2 .331 <br />1.351 2 .331 <br />0 .720 1.280 <br />0 .631 1.051 <br />1.351 2 .331 <br />1.171 2 .011 <br />0 .378 0 .630 <br />-¥-2-}af z +) ~yl-JJ <br />1 '}, 0 >o A~ rf) cou-r .. <br />0 .720 1 .280 <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024