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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:HDR: 4x4 (up to 4' span) <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: 1329 W McFadden Ave (10-17-2024).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 />1.00Length = 4.0 ft 1 0.176 0.095 1.60 1.500 1.15 1.00 1.00 0.26 436.58 2484.00 0.22 288.001.00 27.42 <br />1.00+1.187D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.0 ft 1 0.233 0.126 1.60 1.500 1.15 1.00 1.00 0.34 578.49 2484.00 0.30 288.001.00 36.33 <br />1.00+0.3501D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.0 ft 1 0.049 0.027 1.60 1.500 1.15 1.00 1.00 0.07 122.29 2484.00 0.06 288.001.00 7.68 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.0725 2.015 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 0.501 0.501 <br />Overall MINimum 0.130 0.130 <br />D Only 0.208 0.208 <br />+D+L 0.338 0.338 <br />+D+Lr 0.468 0.468 <br />+D+0.750Lr+0.750L 0.501 0.501 <br />+D+0.750L 0.306 0.306 <br />+0.60D 0.125 0.125 <br />L Only 0.130 0.130 <br />1329 W McFadden Ave, <br />Unit 24/24/2025