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Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:RR-1 (Worst Case Scenario) <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+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.213 0.079 1.60 1.300 1.15 1.00 1.00 0.29 458.89 2152.80 0.12 288.001.00 22.70 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.213 0.079 1.60 1.300 1.15 1.00 1.00 0.29 458.89 2152.80 0.12 288.001.00 22.70 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.053 0.019 1.60 1.300 1.15 1.00 1.00 0.07 113.37 2152.80 0.03 288.001.00 5.61 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.088 0.032 1.60 1.300 1.15 1.00 1.00 0.12 188.95 2152.80 0.05 288.001.00 9.35 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.213 0.079 1.60 1.300 1.15 1.00 1.00 0.29 458.89 2152.80 0.12 288.001.00 22.70 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.250 ft 1 0.053 0.019 1.60 1.300 1.15 1.00 1.00 0.07 113.37 2152.80 0.03 288.001.00 5.61 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.1281 4.155 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 0.168 0.168 <br />Overall MINimum 0.110 0.110 <br />+D+H 0.058 0.058 <br />+D+L+H 0.168 0.168 <br />+D+Lr+H 0.058 0.058 <br />+D+S+H 0.058 0.058 <br />+D+0.750Lr+0.750L+H 0.140 0.140 <br />+D+0.750L+0.750S+H 0.140 0.140 <br />+D+0.60W+H 0.058 0.058 <br />+D+0.750Lr+0.750L+0.450W+H 0.140 0.140 <br />+D+0.750L+0.750S+0.450W+H 0.140 0.140 <br />+0.60D+0.60W+0.60H 0.035 0.035 <br />+D+0.70E+0.60H 0.058 0.058 <br />+D+0.750L+0.750S+0.5250E+H 0.140 0.140 <br />+0.60D+0.70E+H 0.035 0.035 <br />D Only 0.058 0.058 <br />L Only 0.110 0.110 <br />H Only