Laserfiche WebLink
Wood Beam <br />EC + Associates EngineeringLic. # : KW-06019792 <br />DESCRIPTION:FB-7 <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+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.299 0.240 1.25 1.000 1.00 1.00 1.00 6.67 1,084.59 3625.00 2.28 362.501.00 86.94 <br />1.00+D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.325 0.261 1.15 1.000 1.00 1.00 1.00 6.67 1,084.59 3335.00 2.28 333.501.00 86.94 <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 = 10.50 ft 1 0.122 0.093 1.60 1.000 1.00 1.00 1.00 3.47 564.27 4640.00 1.13 464.001.00 43.05 <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 = 10.50 ft 1 0.234 0.187 1.60 1.000 1.00 1.00 1.00 6.67 1,084.59 4640.00 2.28 464.001.00 86.94 <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 = 10.50 ft 1 0.234 0.187 1.60 1.000 1.00 1.00 1.00 6.67 1,084.59 4640.00 2.28 464.001.00 86.94 <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 = 10.50 ft 1 0.073 0.056 1.60 1.000 1.00 1.00 1.00 2.08 338.56 4640.00 0.68 464.001.00 25.83 <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 = 10.50 ft 1 0.052 0.050 1.60 1.000 1.00 1.00 1.00 1.48 241.12 4640.00 0.61 464.001.00 23.13 <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 = 10.50 ft 1 0.252 0.169 1.60 1.000 1.00 1.00 1.00 7.20 1,170.30 4640.00 2.06 464.001.00 78.29 <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 = 10.50 ft 1 0.174 0.151 1.60 1.000 1.00 1.00 1.00 4.98 809.01 4640.00 1.84 464.001.00 69.92 <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 = 10.50 ft 1 0.331 0.244 1.60 1.000 1.00 1.00 1.00 9.44 1,533.62 4640.00 2.98 464.001.00 113.38 <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 = 10.50 ft 1 0.058 0.052 1.60 1.000 1.00 1.00 1.00 1.66 269.13 4640.00 0.64 464.001.00 24.30 <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 = 10.50 ft 1 0.168 0.105 1.60 1.000 1.00 1.00 1.00 4.80 780.84 4640.00 1.27 464.001.00 48.52 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.1692 5.365 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 2.679 3.320 <br />Overall MINimum -0.295 -0.435 <br />+D+H 1.159 1.370 <br />+D+L+H 2.679 3.320 <br />+D+Lr+H 1.159 1.370 <br />+D+S+H 1.159 1.370 <br />+D+0.750Lr+0.750L+H 2.299 2.833 <br />+D+0.750L+0.750S+H 2.299 2.833 <br />+D+0.60W+H 1.159 1.370 <br />+D+0.750Lr+0.750L+0.450W+H 2.299 2.833 <br />+D+0.750L+0.750S+0.450W+H 2.299 2.833 <br />+0.60D+0.60W+0.60H 0.696 0.822 <br />+D+0.70E+0.60H 0.952 1.066 <br />+D+0.750L+0.750S+0.5250E+H 2.144 2.605 <br />+0.60D+0.70E+H 0.489 0.518 <br />D Only 1.159 1.370 <br />L Only 1.520 1.950 <br />E Only -0.295 -0.435 <br />H Only