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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> 11' Kirkland,WA 98033 Project ID: <br /> fl 1' (425)8284200 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: HDR3 <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 /> +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=6.0 ft 1 0.088 0.044 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.53 126.3 1,440.0 0.26 12.1 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.-"Defl Location in Span Load Combination Max. "+"Deft Location in Span <br /> +D+S 1 0.0496 3.022 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 1.521 1.521 <br /> Max Upward from Load Combinations 1.521 1.521 <br /> Max Upward from Load Cases 0.938 0.938 <br /> D Only 0.584 0.584 <br /> +D+Lr 1.334 1.334 <br /> +D+S 1.521 1.521 <br /> +D+0.750Lr 1.146 1.146 <br /> +D+0.750S 1.287 1.287 <br /> +0.60D 0.350 0.350 <br /> Lr Only 0.750 0.750 <br /> S Only 0.938 0.938 <br /> I I i <br />