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1\ ; 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: HDR2.1 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Katlos 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 /> +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=7.0 ft 1 0.124 0.056 1.60 1.00 1.00 1.00 1,200 1.00 1.00 1.00 0.74 178.5 1,440.0 0.33 15.4 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.0954 3.526 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 1.845 1.845 <br /> Max Upward from Load Combinations 1.845 1.845 <br /> Max Upward from Load Cases 1.138 1.138 <br /> D Only 0.707 0.707 <br /> +D+Lr 1.617 1.617 <br /> +D+S 1.845 1.845 <br /> +D+0.750Lr 1.390 1.390 <br /> +D+0.750S 1.560 1.560 <br /> +0.60D 0.424 0.424 <br /> Lr Only 0.910 0.910 <br /> S Only 1.138 1.138 <br />