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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 ID : <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 />0.0437 3.526 0.0000 0.000 <br />Support notation : Far left is #1 Values in KIPS <br />Support 1 Support 2 <br />0.871 0.871 <br />0.871 0.871 .JJ/ <br />0.451 0.451 "F" l-'zOP;;. A} 7 + L-.tf <br />~ 7h /iJrlJ>o tJtY <br />0.451 0.451 <br />0.871 0.871 <br />0.766 0.766 <br />0.271 0.271 <br />0.420 0.420