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I Wood Beam <br />UC#: 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 10 : <br />Project Oeser: <br />Project File: SA Cubbon.ec6 <br />VP HOME (c) ENERCALC INC 1983-2023 <br />Max . "-" Defl Location in Span Load Combination Max . "+" Defl Location in Span <br />0.1715 4.785 0.0000 0.000 <br />Support notation : Far left is #1 Values in KIPS <br />Support 1 Support 2 <br />0.786 0.786 <br />0.786 0.786 _JL._ <br />0.406 0.406 "F' (~ 71<b(, if <br />0.406 0.406 <br />0.786 0.786 <br />0.691 0.691 <br />II I' ~ u ~ ~ {'1, [) <br />0.244 0.244 <br />0.380 0.380 <br />J I <br />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024