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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:FB-8 <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 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.038 0.042 1.60 1.000 1.00 1.00 1.00 1.08 175.38 4640.00 0.51 464.001.00 19.41 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.087 0.096 1.60 1.000 1.00 1.00 1.00 2.47 402.09 4640.00 1.17 464.001.00 44.50 <br />1.00+D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.087 0.096 1.60 1.000 1.00 1.00 1.00 2.47 402.09 4640.00 1.17 464.001.00 44.50 <br />1.00+0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.023 0.025 1.60 1.000 1.00 1.00 1.00 0.65 105.23 4640.00 0.31 464.001.00 11.65 <br />1.00+1.146D+1.750E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.043 0.048 1.60 1.000 1.00 1.00 1.00 1.24 200.93 4640.00 0.58 464.001.00 22.24 <br />1.00+1.146D-1.750E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.043 0.048 1.60 1.000 1.00 1.00 1.00 1.24 200.93 4640.00 0.58 464.001.00 22.24 <br />1.00+1.109D+0.750L+0.750S+1.313E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.091 0.100 1.60 1.000 1.00 1.00 1.00 2.59 421.26 4640.00 1.22 464.001.00 46.62 <br />1.00+1.109D+0.750L+0.750S-1.313E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.091 0.100 1.60 1.000 1.00 1.00 1.00 2.59 421.26 4640.00 1.22 464.001.00 46.62 <br />1.00+0.4543D+1.750E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.017 0.019 1.60 1.000 1.00 1.00 1.00 0.49 79.67 4640.00 0.23 464.001.00 8.82 <br />1.00+0.4543D-1.750E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.750 ft 1 0.017 0.019 1.60 1.000 1.00 1.00 1.00 0.49 79.67 4640.00 0.23 464.001.00 8.82 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0193 2.896 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 2.044 2.044 <br />Overall MINimum 1.294 1.294 <br />+D+H 0.751 0.751 <br />+D+L+H 2.044 2.044 <br />+D+Lr+H 0.751 0.751 <br />+D+S+H 0.751 0.751 <br />+D+0.750Lr+0.750L+H 1.721 1.721 <br />+D+0.750L+0.750S+H 1.721 1.721 <br />+D+0.60W+H 0.751 0.751 <br />+D+0.750Lr+0.750L+0.450W+H 1.721 1.721 <br />+D+0.750L+0.750S+0.450W+H 1.721 1.721 <br />+0.60D+0.60W+0.60H 0.450 0.450 <br />+D+0.70E+0.60H 0.751 0.751 <br />+D+0.750L+0.750S+0.5250E+H 1.721 1.721 <br />+0.60D+0.70E+H 0.450 0.450 <br />D Only 0.751 0.751 <br />L Only 1.294 1.294 <br />H Only