Laserfiche WebLink
t 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,BuiId:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: BM4 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination max btreSS Ratios Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx Cy Cfu C i Cr M fb F'b V tv F'v <br /> +0.60D 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=12.50 ft 1 0.083 0.046 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 2.70 320.1 3,840.0 0.74 19.3 424.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max. "+"Defl Location in Span <br /> +D+S 1 0.3428 6.296 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 3.703 3.703 <br /> Max Upward from Load Combinations 3,703 3,703 <br /> Max Upward from Load Cases 2.266 2.266 <br /> D Only 1.438 1.438 <br /> +D+Lr 3.250 3.250 <br /> +D+S 3.703 3.703 <br /> +D+0.750Lr 2.797 2.797 <br /> +D+0.750S 3.137 3.137 <br /> +0.60D 0.863 0.863 <br /> Lr Only 1.813 1.813 <br /> S Only 2.266 2.266 <br /> I I I ii <br />