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Wood Beam <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:B14 - (E) 6x8 HDR <br />Project File: 23-0221-00 - Revised Stairway.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <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 = 5.0 ft 1 0.125 0.089 1.60 1.000 1.001.00 1.00 1.16 270.6 2,160.0 0.67 272.01.00 24.21.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0790 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 />Max Upward from all Load Conditions 3.962 3.962 <br />Max Upward from Load Combinations 3.962 3.962 <br />Max Upward from Load Cases 2.524 2.524 <br />D Only 1.437 1.437 <br />+D+L 3.962 3.962 <br />+D+0.750L 3.330 3.330 <br />+0.60D 0.862 0.862 <br />L Only 2.524 2.524 <br />13 <br />914-918 N Bewley <br />St5/8/2025