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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:H1 <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 = 4.0 ft 1 0.088 0.056 1.60 1.300 1.00 1.00 1.00 0.27 183.17 2080.00 0.21 288.001.00 16.24 <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 = 4.0 ft 1 0.196 0.125 1.60 1.300 1.00 1.00 1.00 0.60 407.58 2080.00 0.46 288.001.00 36.13 <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 = 4.0 ft 1 0.196 0.125 1.60 1.300 1.00 1.00 1.00 0.60 407.58 2080.00 0.46 288.001.00 36.13 <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 = 4.0 ft 1 0.053 0.034 1.60 1.300 1.00 1.00 1.00 0.16 109.90 2080.00 0.13 288.001.00 9.74 <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 = 4.0 ft 1 0.101 0.065 1.60 1.300 1.00 1.00 1.00 0.31 209.86 2080.00 0.24 288.001.00 18.61 <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 = 4.0 ft 1 0.101 0.065 1.60 1.300 1.00 1.00 1.00 0.31 209.86 2080.00 0.24 288.001.00 18.61 <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 = 4.0 ft 1 0.206 0.132 1.60 1.300 1.00 1.00 1.00 0.63 427.60 2080.00 0.49 288.001.00 37.91 <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 = 4.0 ft 1 0.206 0.132 1.60 1.300 1.00 1.00 1.00 0.63 427.60 2080.00 0.49 288.001.00 37.91 <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 = 4.0 ft 1 0.040 0.026 1.60 1.300 1.00 1.00 1.00 0.12 83.21 2080.00 0.09 288.001.00 7.38 <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 = 4.0 ft 1 0.040 0.026 1.60 1.300 1.00 1.00 1.00 0.12 83.21 2080.00 0.09 288.001.00 7.38 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0249 2.015 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 0.709 0.709 <br />Overall MINimum 0.440 0.440 <br />+D+H 0.269 0.269 <br />+D+L+H 0.709 0.709 <br />+D+Lr+H 0.269 0.269 <br />+D+S+H 0.269 0.269 <br />+D+0.750Lr+0.750L+H 0.599 0.599 <br />+D+0.750L+0.750S+H 0.599 0.599 <br />+D+0.60W+H 0.269 0.269 <br />+D+0.750Lr+0.750L+0.450W+H 0.599 0.599 <br />+D+0.750L+0.750S+0.450W+H 0.599 0.599 <br />+0.60D+0.60W+0.60H 0.162 0.162 <br />+D+0.70E+0.60H 0.269 0.269 <br />+D+0.750L+0.750S+0.5250E+H 0.599 0.599 <br />+0.60D+0.70E+H 0.162 0.162 <br />D Only 0.269 0.269 <br />L Only 0.440 0.440 <br />H Only