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Wood Beam <br />LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:2x8 Rafter @ 24" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x8 Joist @ 24 O.C.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <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 = 19.0 ft 1 0.632 0.132 1.25 1.200 1.151.00 1.00 1.08 981.9 1,552.5 0.21 225.01.00 29.61.00 <br />1.00+D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.971 0.161 1.60 1.200 1.151.00 1.00 2.11 1,930.1 1,987.2 0.34 288.01.00 46.41.00 <br />1.00+D+0.750Lr+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.860 0.155 1.60 1.200 1.151.00 1.00 1.87 1,708.2 1,987.2 0.32 288.01.00 44.71.00 <br />1.00+D+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.849 0.144 1.60 1.200 1.151.00 1.00 1.85 1,687.5 1,987.2 0.30 288.01.00 41.41.00 <br />1.00+0.60D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.779 0.125 1.60 1.200 1.151.00 1.00 1.69 1,547.3 1,987.2 0.26 288.01.00 35.91.00 <br />1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.0 ft 1 0.291 0.055 1.60 1.200 1.151.00 1.00 0.63 577.3 1,987.2 0.11 288.01.00 15.71.00 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+0.60W1 1.7309 9.639 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 0.358 0.351 <br />Max Upward from Load Combinations 0.358 0.351 <br />Max Upward from Load Cases 0.261 0.254 <br />D Only 0.193 0.199 <br />+D+Lr 0.256 0.214 <br />+D+0.750Lr 0.240 0.210 <br />+D+0.60W 0.349 0.351 <br />+D+0.750Lr+0.450W 0.358 0.324 <br />+D+0.450W 0.310 0.313 <br />+0.60D+0.60W 0.272 0.272 <br />+0.60D 0.116 0.119 <br />Lr Only 0.063 0.015 <br />W Only 0.261 0.254 <br />Page 9