Laserfiche WebLink
Wood Beam <br />LIC# : KW-06011877, Build:20.24.04.09 Mike Santos (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2 x 10 hip <br />Project File: lewis_011877.EC6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0105 2.015 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.576 0.576 <br />Max Upward from Load Combinations 0.576 0.576 <br />Max Upward from Load Cases 0.320 0.320 <br />D Only 0.256 0.256 <br />+D+Lr 0.576 0.576 <br />+D+0.750Lr 0.496 0.496 <br />+0.60D 0.154 0.154 <br />Lr Only 0.320 0.320 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024