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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:H2 <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 />1.00+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 0.050 0.038 1.60 1.300 1.00 1.00 1.00 0.15 103.03 2080.00 0.14 288.001.00 11.03 <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 0.110 0.085 1.60 1.300 1.00 1.00 1.00 0.34 229.27 2080.00 0.31 288.001.00 24.54 <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 0.110 0.085 1.60 1.300 1.00 1.00 1.00 0.34 229.27 2080.00 0.31 288.001.00 24.54 <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 0.030 0.023 1.60 1.300 1.00 1.00 1.00 0.09 61.82 2080.00 0.08 288.001.00 6.62 <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 0.057 0.044 1.60 1.300 1.00 1.00 1.00 0.17 118.05 2080.00 0.16 288.001.00 12.64 <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 0.057 0.044 1.60 1.300 1.00 1.00 1.00 0.17 118.05 2080.00 0.16 288.001.00 12.64 <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 0.116 0.089 1.60 1.300 1.00 1.00 1.00 0.35 240.53 2080.00 0.33 288.001.00 25.75 <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 0.116 0.089 1.60 1.300 1.00 1.00 1.00 0.35 240.53 2080.00 0.33 288.001.00 25.75 <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 0.023 0.017 1.60 1.300 1.00 1.00 1.00 0.07 46.80 2080.00 0.06 288.001.00 5.01 <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 0.023 0.017 1.60 1.300 1.00 1.00 1.00 0.07 46.80 2080.00 0.06 288.001.00 5.01 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0079 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 0.532 0.532 <br />Overall MINimum 0.330 0.330 <br />+D+H 0.202 0.202 <br />+D+L+H 0.532 0.532 <br />+D+Lr+H 0.202 0.202 <br />+D+S+H 0.202 0.202 <br />+D+0.750Lr+0.750L+H 0.450 0.450 <br />+D+0.750L+0.750S+H 0.450 0.450 <br />+D+0.60W+H 0.202 0.202 <br />+D+0.750Lr+0.750L+0.450W+H 0.450 0.450 <br />+D+0.750L+0.750S+0.450W+H 0.450 0.450 <br />+0.60D+0.60W+0.60H 0.121 0.121 <br />+D+0.70E+0.60H 0.202 0.202 <br />+D+0.750L+0.750S+0.5250E+H 0.450 0.450 <br />+0.60D+0.70E+H 0.121 0.121 <br />D Only 0.202 0.202 <br />L Only 0.330 0.330 <br />H Only