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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 10: <br />Project Oeser: <br />Project File: SA Evergreen.ec6 <br />VP HOME (c) ENERCALC INC 1983-2023 <br />Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />0.1007 4 .785 0.0000 0.000 <br />Support notation : Far left is #1 Values in KIPS <br />Support 1 Support 2 <br />0.802 0.802 <br />0.802 0.802 <br />0.422 0.422 <br />0.422 0.422 <br />A ,[poLt £P <br />0.802 0.802 <br />0.707 0.707 <br />0.253 0.253 <br />I{ k ~ 7w:> J:4( ~ 2-Lf J7 <br />0.380 0.380 <br />IV