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Project Title: <br /> Engineer: <br /> Project ID: SDA#9328 <br /> Project Descr: <br /> Wood Beam Project File:9328.ec6 <br /> LIC#:KW-06014008,Build:20.23.2.14 Structural Design Associates (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: M136 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max.°+°Defl Location in Span <br /> +D+L 1 0.2730 6.255 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 0.914 1.658 <br /> Max Upward from Load Combinations 0.914 1.658 <br /> Max Upward from Load Cases 0.705 1.278 <br /> D Only 0.210 0.379 <br /> +D+L 0.914 1.658 <br /> +D+0.750L 0.738 1.338 <br /> +0.60D 0.126 0.228 <br /> L Only 0.705 1.278 <br />