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Wood Beam <br />LIC# : KW-06011877, Build:20.24.04.09 Mike Santos (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:5.25 x 11.875 PSL (Beam#3) <br />Project File: lewis_011877.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 = 20.0 ft 1 0.125 0.048 1.60 1.001 1.001.00 1.00 5.97 580.5 4,645.4 0.92 464.01.00 22.21.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 1.0894 10.000 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 />Max Upward from all Load Conditions 3.630 3.540 <br />Max Upward from Load Combinations 3.630 3.540 <br />Max Upward from Load Cases 2.017 1.966 <br />D Only 1.614 1.573 <br />+D+Lr 3.630 3.540 <br />+D+0.750Lr 3.126 3.048 <br />+0.60D 0.968 0.944 <br />Lr Only 2.017 1.966 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024