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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> i; 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: BM2 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination max ress a ios Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx Cy Cfu C i Cr M fb F'b V fv F'v <br /> +0.60D 1.00 1.00 1.00 0.996 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=16.330 It 1 0.106 0.062 1.60 1.00 1.00 1.00 0.996 1.00 1.00 1.00 6.96 404.8 3,823.8 1.46 26.5 424.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Dell Location in Span Load Combination Max. "+"Defl Location in Span <br /> +D+S 1 0.5190 8.225 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 7.331 7.331 <br /> Max Upward from Load Combinations 7.331 7.331 <br /> Max Upward from Load Cases 4.491 4.491 <br /> D Only 2.840 2.840 <br /> +D+Lr 6.433 6.433 <br /> +D+S 7.331 7.331 <br /> +D+0.750Lr 5.535 5.535 <br /> +D+0.750S 6.209 6.209 <br /> +0.60D 1.704 1.704 <br /> Lr Only 3.593 3.593 <br /> S Only 4.491 4.491 <br /> i I li h I� I i <br />