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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:H3 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 24-101 1142 S CLARA ST ADU BEAMS.ec6 <br />Project Title:Sanchez Residence <br />Engineer:VDR <br />Project ID:24-101 <br />Project Descr:New ADU Unit <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCCCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 3.0 ft 1 0.295 0.228 1.15 1.300 1.00 1.00 1.00 0.65 441.18 1495.00 0.61 207.001.00 47.23 <br />1.00+D+0.60W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.133 0.103 1.60 1.300 1.00 1.00 1.00 0.41 276.69 2080.00 0.38 288.001.00 29.62 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.212 0.164 1.60 1.300 1.00 1.00 1.00 0.65 441.18 2080.00 0.61 288.001.00 47.23 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.212 0.164 1.60 1.300 1.00 1.00 1.00 0.65 441.18 2080.00 0.61 288.001.00 47.23 <br />1.00+0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.080 0.062 1.60 1.300 1.00 1.00 1.00 0.24 166.02 2080.00 0.23 288.001.00 17.77 <br />1.00+1.146D+1.750E+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.152 0.118 1.60 1.300 1.00 1.00 1.00 0.47 317.02 2080.00 0.44 288.001.00 33.94 <br />1.00+1.146D-1.750E+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.152 0.118 1.60 1.300 1.00 1.00 1.00 0.47 317.02 2080.00 0.44 288.001.00 33.94 <br />1.00+1.109D+0.750L+0.750S+1.313E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.227 0.175 1.60 1.300 1.00 1.00 1.00 0.69 471.42 2080.00 0.65 288.001.00 50.47 <br />1.00+1.109D+0.750L+0.750S-1.313E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.227 0.175 1.60 1.300 1.00 1.00 1.00 0.69 471.42 2080.00 0.65 288.001.00 50.47 <br />1.00+0.4543D+1.750E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.060 0.047 1.60 1.300 1.00 1.00 1.00 0.18 125.69 2080.00 0.17 288.001.00 13.46 <br />1.00+0.4543D-1.750E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 3.0 ft 1 0.060 0.047 1.60 1.300 1.00 1.00 1.00 0.18 125.69 2080.00 0.17 288.001.00 13.46 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0144 1.511 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 />Overall MAXimum 0.972 0.972 <br />Overall MINimum 0.430 0.430 <br />+D+H 0.543 0.543 <br />+D+L+H 0.972 0.972 <br />+D+Lr+H 0.543 0.543 <br />+D+S+H 0.543 0.543 <br />+D+0.750Lr+0.750L+H 0.865 0.865 <br />+D+0.750L+0.750S+H 0.865 0.865 <br />+D+0.60W+H 0.543 0.543 <br />+D+0.750Lr+0.750L+0.450W+H 0.865 0.865 <br />+D+0.750L+0.750S+0.450W+H 0.865 0.865 <br />+0.60D+0.60W+0.60H 0.326 0.326 <br />+D+0.70E+0.60H 0.543 0.543 <br />+D+0.750L+0.750S+0.5250E+H 0.865 0.865 <br />+0.60D+0.70E+H 0.326 0.326 <br />D Only 0.543 0.543 <br />L Only 0.430 0.430 <br />H Only