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Wood Beam <br />LIC# : KW-06014612, Build:20.25.05.07 MYERS, HOUGHTON PARTNERS (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:FJ1 - Floor Joist <br />Project File: 23-0221-00 - Revised ADU.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <br />Project Descr: <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 = 11.50 ft 1 0.127 0.083 1.60 1.000 1.001.00 1.00 0.48 182.5 1,440.0 0.27 288.01.00 23.81.00 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+L1 0.1395 5.960 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 0.496 0.774 <br />Max Upward from Load Combinations 0.496 0.774 <br />Max Upward from Load Cases 0.307 0.467 <br />D Only 0.189 0.467 <br />+D+L 0.496 0.774 <br />+D+0.750L 0.419 0.697 <br />+0.60D 0.114 0.280 <br />L Only 0.307 0.307 <br />2.3.2 <br />(2)-A35 Clips @ EA End <br />Pmax = 774lb <br />Pallow = 2(590lb) = 1180lb > 774lb --> OK