Laserfiche WebLink
Wood Beam <br />LIC# : KW-06019339, Build:20.24.10.30 SPS Engineering (c) ENERCALC, LLC 1982-2024 <br />DESCRIPTION:HBM1-4 <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 />1.00Length = 17.0 ft 1 0.153 0.049 1.60 0.987 1.001.00 1.00 2.86 205.7 1,342.3 0.70 288.01.00 14.21.00 <br />1.00Length = 1.50 ft 2 0.000 0.049 1.60 0.987 1.001.00 1.00 0.00 0.3 1,342.3 0.00 288.01.00 14.21.00 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+L1 0.3639 8.263 0.0000 0.000 <br />+D+L20.0000 8.263 -0.0958 1.500 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 2.829 1.611 <br />Max Upward from Load Combinations 2.829 1.611 <br />Max Upward from Load Cases 1.415 0.805 <br />D Only 1.415 0.805 <br />+D+L 2.829 1.611 <br />+D+0.750L 2.476 1.409 <br />+0.60D 0.849 0.483 <br />L Only 1.415 0.805