Laserfiche WebLink
Wood Beam <br />LIC# : KW-06019339, Build:20.24.10.30 SPS Engineering (c) ENERCALC, LLC 1982-2024 <br />DESCRIPTION:CBM5 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks CA, 91403 <br />818 747 7269 <br />Project File: ARAPAHO DR 1132.ec6 <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00+D+0.750L 0.969 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.543 0.330 1.25 0.969 1.001.00 1.00 47.47 1,907.4 3,511.1 8.94 362.51.00 119.81.00 <br />1.00+0.60D 0.969 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.140 0.085 1.60 0.969 1.001.00 1.00 15.68 630.1 4,494.2 2.95 464.01.00 39.51.00 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+L1 0.6502 9.847 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 8.839 11.226 <br />Max Upward from Load Combinations 8.839 11.226 <br />Max Upward from Load Cases 4.681 5.874 <br />D Only 4.158 5.352 <br />+D+L 8.839 11.226 <br />+D+0.750L 7.669 9.758 <br />+0.60D 2.495 3.211 <br />L Only 4.681 5.874