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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:20.23.04.05 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: BM5 <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 CF Cfu C I C r M fb F'b V fv F'v <br /> Length=8.250 ft 1 0.604 0.311 1.15 1.00 1.00 1.00 1.200 1.00 1.00 1.00 3.03 728.8 1,207.5 1.31 60.8 195.5 <br /> +0.60D 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=8.250 ft 1 0.118 0.061 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.83 199.1 1,680.0 0.36 16.6 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.1444 4.245 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 Loadn I Ions 1.437 1,952 <br /> Max Upward from Load Combinations 1.437 1.952 <br /> Max Upward from Load Cases 0.880 1.202 <br /> D Only 0.557 0.750 <br /> +D+Lr 1.261 1.712 <br /> +D+S 1.437 1.952 <br /> +D+0.750Lr 1.085 1.471 <br /> +D+0.750S 1.217 1.652 <br /> +0.60D 0.334 0.450 <br /> Lr Only 0.704 0.962 <br /> S Only 0.880 1.202 <br />