Laserfiche WebLink
Wood Beam <br />LIC# : KW-06011781, Build:20.24.08.01 Standley Structural Design (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HDR #1 <br />Project File: 2017 Greenleaf St.ec6 <br />Project Title: <br />Engineer: <br />Pro ect 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 0.1275 4.029 0.0000 0.000 <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 0.978 0.978 <br />Max Upward from Load Combinations 0.978 0.978 <br />Max Upward from Load Cases 0.546 0.546 <br />D Only 0.432 0.432 <br />+D+Lr 0.978 0.978 <br />+D+0.750Lr 0.842 0.842 <br />+0.60D 0.259 0.259 <br />Lr Only 0.546 0.546