Laserfiche WebLink
Wood Beam <br />LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(N)C.J.1. <br />Project File: 18-SANA-24.ec6 <br />Project Title: <br />Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C C CCMCCLxi r <br />Shear ValuesMax Stress Ratios <br />M V fbMu fvFbVu FvSegment Length O t F Cfu <br />0.81Length = 6.363 ft 1 0.303 0.051 0.80 1.200 1.001.00 1.00 0.49 446.2 1,473.0 0.11 293.814.9 <br />1 0.341 0.051 0.80 1.200 1.001.00 1.00 0.55 502.9 1,473.0 0.04 293.814.9 <br />1 0.306 0.051 0.80 1.200 1.001.00 1.00 0.49 448.6 1,465.9 0.11 293.814.9 <br />0.00.0 <br />1 0.707 0.119 0.80 1.200 1.001.00 1.00 1.14 1,041.1 1,473.0 0.25 293.834.8 <br />1 0.797 0.119 0.80 1.200 1.001.00 1.00 1.28 1,173.3 1,473.0 0.09 293.834.8 <br />1 0.714 0.119 0.80 1.200 1.001.00 1.00 1.15 1,046.7 1,465.9 0.25 293.834.8 <br />0.00.0 <br />1 0.209 0.030 1.00 1.200 1.001.00 1.00 0.37 334.6 1,599.5 0.08 367.211.2 <br />1 0.236 0.030 1.00 1.200 1.001.00 1.00 0.41 377.1 1,599.5 0.03 367.211.2 <br />1 0.212 0.030 1.00 1.200 1.001.00 1.00 0.37 336.5 1,588.5 0.08 367.211.2 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.9850 9.650 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 0.192 0.192 <br />Max Upward from Load Combinations 0.192 0.192 <br />Max Upward from Load Cases 0.096 0.096 <br />D Only 0.096 0.096 <br />+D+Lr 0.192 0.192 <br />+D+0.750Lr 0.168 0.168 <br />+0.60D 0.057 0.057 <br />Lr Only 0.096 0.096 <br />4