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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_Uplift) (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 0.284 0.068 1.60 1.200 1.151.00 1.00 0.62 565.2 1,987.2 0.14 288.01.00 19.61.00 <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 0.088 0.043 1.60 1.200 1.151.00 1.00 0.19 174.9 1,987.2 0.09 288.01.00 12.41.00 <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 0.095 0.042 1.60 1.200 1.151.00 1.00 0.21 189.5 1,987.2 0.09 288.01.00 12.11.00 <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 0.477 0.085 1.60 1.200 1.151.00 1.00 1.04 947.6 1,987.2 0.18 288.01.00 24.41.00 <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 />W Only10.0000 0.000 -2.2031 9.639 <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 0.256 0.214 <br />Max Upward from Load Combinations 0.256 0.214 <br />Max Upward from Load Cases 0.193 0.199 <br />Max Downward from all Load Conditions (Resisting Uplift)-0.407 -0.397 <br />Max Downward from Load Combinations (Resisting Uplift)-0.128 -0.119 <br />Max Downward from Load Cases (Resisting Uplift)-0.407 -0.397 <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 -0.051 -0.039 <br />+D+0.750Lr+0.450W 0.057 0.032 <br />+D+0.450W 0.010 0.020 <br />+0.60D+0.60W -0.128 -0.119 <br />+0.60D 0.116 0.119 <br />Lr Only 0.063 0.015 <br />W Only -0.407 -0.397 <br />Page 11