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'} Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> 11 (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: RBM2 <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 CIF Cfu C I C r M fb F'b V fv F'v <br /> Length= 10.250 ft 1 0.580 0.197 1.15 1.00 1.00 0.99 1.000 1.00 1.00 1.00 6.15 692.2 1,538.0 1.34 38.5 195.5 <br /> +0.60D 1.00 1.00 0.99 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 10.250 ft 1 0.120 0.041 1.60 1.00 1.00 0.99 1.000 1.00 1.00 1.00 1.76 254.6 2,129.9 0.39 11.1 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Deft Location in Span <br /> +D+S 1 0.1821 5.162 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 1.644 1.644 <br /> Max Upward from Load Combinations 1.644 1.644 <br /> Max Upward from Load Cases 0.967 0.967 <br /> D Only 0.677 0.677 <br /> +D+Lr 1.450 1.450 <br /> +D+S 1.644 1.644 <br /> +D+0.750Lr 1.257 1.257 <br /> +D+0.750S 1.402 1.402 <br /> +0.60D 0.406 0.406 <br /> Lr Only 0.774 0.774 <br /> S Only 0.967 0.967 <br />