Laserfiche WebLink
Wood Beam <br />LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Roof Joist (RR1) <br />Project File: 5603 Highland.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 0.6313 7.429 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 0.331 0.331 <br />Max Upward from Load Combinations 0.331 0.331 <br />Max Upward from Load Cases 0.196 0.196 <br />D Only 0.135 0.135 <br />+D+Lr 0.331 0.331 <br />+D+0.750Lr 0.282 0.282 <br />+0.60D 0.081 0.081 <br />Lr Only 0.196 0.196