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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> Wood Beam Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: HDR2 <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 C r M fb F'b V fv F'v <br /> +0.60D 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=5.0 ft 1 0.126 0.066 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.50 196.7 1,560.0 0.31 18.0 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.-"Deft Location in Span Load Combination Max. "+"Deft Location in Span <br /> +D+S 1 0.0691 2.518 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 1.764 1.764 <br /> Max Upward from Load Combinations 1.764 1.764 <br /> Max Upward from Load Cases 1.094 1.094 <br /> D Only 0.670 0.670 <br /> +D+Lr 1.545 1.545 <br /> +D+S 1.764 1.764 <br /> +D+0.750Lr 1.326 1.326 <br /> +D+0.750S 1.490 1.490 <br /> +0.60D 0.402 0.402 <br /> Lr Only 0.875 0.875 <br /> S Only 1.094 1.094 <br />