Laserfiche WebLink
Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HDR: 4x8 <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: Timber St (3-29-2024).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 />1.00+0.3501D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 5.0 ft 1 0.062 0.037 1.60 1.300 1.00 1.00 1.00 0.30 116.89 1872.00 0.18 288.001.00 10.72 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0503 2.518 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 1.583 1.583 <br />Overall MINimum 0.900 0.900 <br />D Only 0.683 0.683 <br />+D+L 1.583 1.583 <br />+D+0.750L 1.358 1.358 <br />+0.60D 0.410 0.410 <br />L Only 0.900 0.900 <br />3810 S Timber St & <br />#23/7/2025