Laserfiche WebLink
Wood Beam <br />McPherson EngineeringLic. # : KW-06013840 <br />DESCRIPTION: RAFTER CHECK <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 22-17273 - Marvin Ellenbecker.ec6 <br />Project Title: 22-17273 - Marvin Ellenbecker <br />Engineer: F.A. <br />Project ID: 22-17273 <br />Project Descr:RAFTER CHECK <br />Span # <br />Moment ValuesLoad Combination <br />C i C LC C C C F/V m r td <br />Shear ValuesMax Stress Ratios <br />M C V fb M fv F'b V F'vSegment Length <br />1.00Length = 12.0 ft 1 0.334 0.162 1.60 1.000 1.15 1.00 1.00 1.46 553.02 1656.00 0.52 288.001.00 46.65 <br />1.00+D+0.750Lr+0.450W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.496 0.218 1.60 1.000 1.15 1.00 1.00 2.17 821.78 1656.00 0.71 288.001.00 62.70 <br />1.00+D+0.750Lr-0.450W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.196 0.100 1.60 1.000 1.15 1.00 1.00 0.86 325.10 1656.00 0.32 288.001.00 28.73 <br />1.00+D+0.450W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.474 0.207 1.60 1.000 1.15 1.00 1.00 2.07 785.00 1656.00 0.67 288.001.00 59.72 <br />1.00+D-0.450W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.219 0.110 1.60 1.000 1.15 1.00 1.00 0.95 361.88 1656.00 0.36 288.001.00 31.72 <br />1.00+0.60D+0.60W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.538 0.238 1.60 1.000 1.15 1.00 1.00 2.35 891.52 1656.00 0.77 288.001.00 68.69 <br />1.00+0.60D-0.60W 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.385 0.180 1.60 1.000 1.15 1.00 1.00 1.68 637.65 1656.00 0.58 288.001.00 51.88 <br />1.00+0.60D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.077 0.031 1.60 1.000 1.15 1.00 1.00 0.33 126.94 1656.00 0.10 288.001.00 8.95 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.2740 5.781 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 1.120 0.560 <br />Overall MINimum 1.120 0.560 <br />D Only 0.186 0.152 <br />+D+Lr 0.231 0.195 <br />+D+0.750Lr 0.220 0.184 <br />+D+0.60W 0.858 0.488 <br />+D+0.750Lr+0.450W 0.724 0.436 <br />+D+0.450W 0.690 0.404 <br />+0.60D+0.60W 0.784 0.427 <br />+0.60D 0.112 0.091 <br />Lr Only 0.045 0.043 <br />W Only 1.120 0.560 <br />. <br />1134 S Ross St - <br />10111298802/23/23