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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:FB-6 <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+0.750L+0.750S+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.120 0.083 1.15 1.100 1.00 1.00 1.00 0.93 151.32 1265.00 0.45 207.001.00 17.14 <br />1.00+D+0.60W+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.039 0.026 1.60 1.100 1.00 1.00 1.00 0.42 67.92 1760.00 0.20 288.001.00 7.47 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.086 0.060 1.60 1.100 1.00 1.00 1.00 0.93 151.32 1760.00 0.45 288.001.00 17.14 <br />1.00+D+0.750L+0.750S+0.450W+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.086 0.060 1.60 1.100 1.00 1.00 1.00 0.93 151.32 1760.00 0.45 288.001.00 17.14 <br />1.00+0.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.023 0.016 1.60 1.100 1.00 1.00 1.00 0.25 40.75 1760.00 0.12 288.001.00 4.48 <br />1.00+1.146D+1.750E+0.60H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.044 0.030 1.60 1.100 1.00 1.00 1.00 0.48 77.82 1760.00 0.22 288.001.00 8.56 <br />1.00+1.146D-1.750E+0.60H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.044 0.030 1.60 1.100 1.00 1.00 1.00 0.48 77.82 1760.00 0.22 288.001.00 8.56 <br />1.00+1.109D+0.750L+0.750S+1.313E+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.090 0.062 1.60 1.100 1.00 1.00 1.00 0.98 158.65 1760.00 0.47 288.001.00 17.93 <br />1.00+1.109D+0.750L+0.750S-1.313E+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.090 0.062 1.60 1.100 1.00 1.00 1.00 0.98 158.65 1760.00 0.47 288.001.00 17.93 <br />1.00+0.4543D+1.750E+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.018 0.012 1.60 1.100 1.00 1.00 1.00 0.19 30.85 1760.00 0.09 288.001.00 3.40 <br />1.00+0.4543D-1.750E+H 1.100 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.0 ft 1 0.018 0.012 1.60 1.100 1.00 1.00 1.00 0.19 30.85 1760.00 0.09 288.001.00 3.40 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0101 2.956 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 0.810 0.647 <br />Overall MINimum 0.540 0.360 <br />+D+H 0.270 0.287 <br />+D+L+H 0.810 0.647 <br />+D+Lr+H 0.270 0.287 <br />+D+S+H 0.270 0.287 <br />+D+0.750Lr+0.750L+H 0.675 0.557 <br />+D+0.750L+0.750S+H 0.675 0.557 <br />+D+0.60W+H 0.270 0.287 <br />+D+0.750Lr+0.750L+0.450W+H 0.675 0.557 <br />+D+0.750L+0.750S+0.450W+H 0.675 0.557 <br />+0.60D+0.60W+0.60H 0.162 0.172 <br />+D+0.70E+0.60H 0.270 0.287 <br />+D+0.750L+0.750S+0.5250E+H 0.675 0.557 <br />+0.60D+0.70E+H 0.162 0.172 <br />D Only 0.270 0.287 <br />L Only 0.540 0.360 <br />H Only