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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)8284200 Project Descr: <br /> www.dibbleengineers.com <br /> Wood Beam Project File:23-079 charter club.ec6 <br /> LIC#:KW-06014989,Build:20.23.08.30 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Bench joists <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination max stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx CE Cfu C i Cr M fb F'b V fv F'v <br /> Length=1.750 ft 1 0.163 0.179 1.15 1.00 1.00 1.00 1.300 1.00 0.80 1.15 0.12 190.8 1,169.1 0.14 24.7 138.0 <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=1.750 ft 1 0.003 0.004 1.60 1.00 1.00 1.00 1.300 1.00 0.80 1.15 0.00 5.4 1,626.6 0.00 0.7 192.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max. "+"Defl Location in Span <br /> +D+L 1 0.0027 0.881 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 LoadConditions 0.208 0.208 <br /> Max Upward from Load Combinations 0.208 0.208 <br /> Max Upward from Load Cases 0.195 0.195 <br /> D Only 0.013 0.013 <br /> +D+L 0.208 0.208 <br /> +D+S 0.042 0.042 <br /> +D+0.750L 0.159 0.159 <br /> +D+0.750L+0.750S 0.181 0.181 <br /> +0.60D 0.008 0.008 <br /> L Only 0.195 0.195 <br /> S Only 0.029 0.029 <br /> i i <br />