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Wood Beam <br />LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:1 - H. <br />Project File: 1600 Mabury St. - Member Check.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 />0.99+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 6.0 ft 1 0.106 0.069 1.60 1.300 1.001.00 1.00 0.50 196.5 1,846.2 0.33 288.01.00 19.81.00 <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 0.0753 3.022 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 1.370 1.370 <br />Max Upward from Load Combinations 1.370 1.370 <br />Max Upward from Load Cases 0.785 0.785 <br />D Only 0.558 0.558 <br />+D+L 0.855 0.855 <br />+D+Lr 1.343 1.343 <br />+D+0.750Lr+0.750L 1.370 1.370 <br />+D+0.750L 0.781 0.781 <br />+0.60D 0.335 0.335 <br />Lr Only 0.785 0.785 <br />L Only 0.298 0.298 <br />1606 N Mabury St <br />4/28/2025