Laserfiche WebLink
Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:(E)2x12 Beam <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: Jason Ln (1-28-2025).ec6 <br />Project Title:Engineer:Project ID:Project Descr: <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 />1.00Length = 3.0 ft 2 0.074 0.070 1.60 1.000 1.15 1.00 1.00 0.32 122.88 1656.00 0.15 288.001.00 20.16 <br />1.00+1.250D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.80 ft 1 0.155 0.146 1.60 1.000 1.15 1.00 1.00 0.67 255.98 1656.00 0.47 288.001.00 42.00 <br />1.00Length = 3.0 ft 2 0.155 0.146 1.60 1.000 1.15 1.00 1.00 0.67 255.98 1656.00 0.31 288.001.00 42.00 <br />1.00+1.187D+0.750L 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.80 ft 1 0.379 0.357 1.60 1.000 1.15 1.00 1.00 1.65 627.18 1656.00 1.16 288.001.00 102.90 <br />1.00Length = 3.0 ft 2 0.379 0.357 1.60 1.000 1.15 1.00 1.00 1.65 627.18 1656.00 0.76 288.001.00 102.90 <br />1.00+0.3501D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.80 ft 1 0.043 0.041 1.60 1.000 1.15 1.00 1.00 0.19 71.70 1656.00 0.13 288.001.00 11.76 <br />1.00Length = 3.0 ft 2 0.043 0.041 1.60 1.000 1.15 1.00 1.00 0.19 71.70 1656.00 0.09 288.001.00 11.76 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0388 3.077 0.0000 0.000 <br />+D+L+D+L 2 0.0035 3.000 -0.0029 0.888 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 1.150 2.966 <br />Overall MINimum 0.821 2.119 <br />D Only 0.329 0.847 <br />+D+L 1.150 2.966 <br />+D+0.750L 0.945 2.436 <br />+0.60D 0.197 0.508 <br />L Only 0.821 2.119