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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (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: HDR1 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Kauos Moment Values ear a ues <br /> Segment Length Span# M V CD CM Ct CLx CF Cfu Cl Cr 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=5.0 R 1 0.083 0.040 1.60 1.00 1.00 1.00 1.200 1.00 1,00 1.00 0.26 119.6 1,440.0 0.16 11.0 272.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.-"Deft Location in Span Load Combination Max. "+"Defl Location in Span <br /> +D+S 1 0.0417 2.518 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 0.912 0.912 <br /> Max Upward from Load Combinations 0,912 0.912 <br /> Max Upward from Load Cases 0.563 0.563 <br /> D Only 0,349 0.349 <br /> +D+Lr 0.799 0.799 <br /> +D+S 0.912 0.912 <br /> +D+0.750Lr 0.687 0.687 <br /> +D+0.750S 0.771 0.771 <br /> +0.60D 0.210 0.210 <br /> Lr Only 0.450 0.450 <br /> S Only 0.563 0.563 <br /> I I I ii <br />