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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_Downward) (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 0.867 0.235 1.60 1.500 1.151.00 1.00 0.55 2,152.9 2,484.0 0.24 288.01.00 67.61.00 <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 0.767 0.171 1.60 1.500 1.151.00 1.00 0.49 1,905.8 2,484.0 0.17 288.01.00 49.31.00 <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 0.775 0.169 1.60 1.500 1.151.00 1.00 0.49 1,924.6 2,484.0 0.17 288.01.00 48.71.00 <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 Only 1 0.6096 3.805 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 0.253 0.437 <br />Max Upward from Load Combinations 0.253 0.402 <br />Max Upward from Load Cases 0.211 0.437 <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 0.213 0.402 <br />+D+0.750Lr+0.450W 0.253 0.354 <br />+D+0.450W 0.181 0.336 <br />+0.60D+0.60W 0.178 0.346 <br />+0.60D 0.052 0.084 <br />Lr Only 0.096 0.024 <br />W Only 0.211 0.437 <br />Page 9 <br />2525 N Santiago St - <br />201811081/3/2024