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Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street,Suite 200 Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> T:(425)828-4200 Project Descr: <br /> www.dibbleengineers.com <br /> Wood Beam Project File:23-079 charter club.ec6 <br /> LICK:KW-06014989,Build:20.23.08.30 DIBBLE ENGINEERS INC. (a)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Bench Beam <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination max StreSS Katios moment values Shear a ues <br /> Segment Length Span# M V CD CM Ct CLx CE Cfu C I C r M fb F'b V fv F'v <br /> Length=5.50 it 1 0.320 0.154 1.15 1.00 1.00 1.00 1.300 1.00 0.80 1.15 0.55 374.2 1,169.1 0.27 21.2 138.0 <br /> +0.60D 1.00 1.00 1.00 1.300 1.00 0.80 1.15 0.0 0.00 0.0 0.0 <br /> Length=5.50 ft 1 0.013 0.008 1.60 1.00 1.00 1.00 1.300 1.00 0.80 1.15 0.03 21.0 1,626.6 0.02 1.5 192.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Dell Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L 1 0.0506 2.770 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 0.327 0.327 <br /> Max Upward from Load Combinations 0.327 0,327 <br /> Max Upward from Load Cases 0.290 0.290 <br /> D Only 0.037 0.037 <br /> +D+L 0.327 0.327 <br /> +D+S 0.106 0.106 <br /> +D+0.750L 0.255 0.255 <br /> +D+0.750L+0.750S 0.306 0.306 <br /> +0.60D 0.022 0.022 <br /> L Only 0.290 0.290 <br /> S Only 0.069 0.069 <br /> Ii I� I I <br />