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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Beam Analysis Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (E-2)+Lighting Truss <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 9.8397 18.059 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 15.250 15.250 <br /> Overall MINimum <br /> D Only 3.000 3.000 <br /> +D+S 15.250 15.250 <br /> +D+0.750S 12.188 12.187 <br /> +0.60D 1.800 1.800 <br /> S Only 12.250 12.250 <br /> 2�4 Jtq <br />