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Wood Beam <br />LIC# : KW-06014559, Build:20.23.05.01 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2x4 Rafter @ 24" o.c. (Wind Condition_Uplift) (Strength Check) <br />Project File: 2x4 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 />1.00+D+0.750Lr+0.450W 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.50 ft 1 0.447 0.103 1.60 1.500 1.151.00 1.00 0.28 1,111.6 2,484.0 0.10 288.01.00 29.61.00 <br />1.00+D+0.450W 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.50 ft 1 0.547 0.117 1.60 1.500 1.151.00 1.00 0.35 1,358.7 2,484.0 0.12 288.01.00 33.81.00 <br />1.00+0.60D+0.60W 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.50 ft 1 0.977 0.200 1.60 1.500 1.151.00 1.00 0.62 2,428.1 2,484.0 0.20 288.01.00 57.61.00 <br />1.00+0.60D 1.500 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.50 ft 1 0.203 0.049 1.60 1.500 1.151.00 1.00 0.13 504.4 2,484.0 0.05 288.01.00 14.21.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only10.0000 0.000 -1.2587 3.805 <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 0.182 0.163 <br />Max Upward from Load Combinations 0.182 0.163 <br />Max Upward from Load Cases 0.096 0.139 <br />Max Downward from all Load Conditio -0.436 -0.902 <br />Max Downward from Load Combinations -0.210 -0.458 <br />Max Downward from Load Cases (Resis -0.436 -0.902 <br />D Only 0.086 0.139 <br />+D+Lr 0.182 0.163 <br />+D+0.750Lr 0.158 0.157 <br />+D+0.60W -0.175 -0.402 <br />+D+0.750Lr+0.450W -0.038 -0.249 <br />+D+0.450W -0.110 -0.267 <br />+0.60D+0.60W -0.210 -0.458 <br />+0.60D 0.052 0.084 <br />Lr Only 0.096 0.024 <br />W Only -0.436 -0.902 <br />Page 11 <br />2525 N Santiago St - <br />201811081/3/2024