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Wood Beam <br />LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RB-1 <br />Project File: Victoria Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 13.50 ft 2 0.797 0.306 1.25 1.000 1.001.00 1.00 6.86 995.7 1,250.0 2.40 225.01.00 68.81.00 <br />1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.750 ft 1 0.201 0.081 1.60 1.000 1.001.00 1.00 2.21 320.8 1,600.0 0.81 288.01.00 23.31.00 <br />1.00Length = 13.50 ft 2 0.201 0.081 1.60 1.000 1.001.00 1.00 2.21 320.8 1,600.0 0.81 288.01.00 23.31.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1561 5.761 0.0000 0.000 <br />+D+Lr 2 0.1752 7.768 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 1.650 5.819 1.843 <br />Max Upward from Load Combinations 1.650 5.819 1.843 <br />Max Upward from Load Cases 0.964 3.109 0.942 <br />D Only 0.686 2.710 0.942 <br />+D+Lr 1.650 5.819 1.843 <br />+D+0.750Lr 1.409 5.042 1.618 <br />+0.60D 0.411 1.626 0.565 <br />Lr Only 0.964 3.109 0.901 <br />12 of 35 <br />2039 N Victoria Dr <br />8/26/2024