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Chaps Attota <br /> I <br /> wog 4428 140th Ave SE <br /> Bellevue,WA 98006 <br /> Title Block Line 6 <br /> Wood Column File=C:\Users\wade\OneDrive\AWB201-1\TOMMY'-1\Calcs\calcs.ec6 <br /> ENERCALC,INC.1983-2013,Build:6.13.1.31,Ver:6.13.1.31 <br /> LIc.#:KW-06006706 Licensee:AWB ENGINEERING <br /> Description: Deck Post <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination C D Stress Ratio Status Location Stress Ratio Status Location <br /> +0.60D+W+H 1.000 0.01165 PASS 0.0 ft 0.0 PASS 0.0 ft <br /> +0.60D+0.70E+H 1.000 0.01165 PASS 0.0 ft 0.0 PASS 0.0 ft <br /> Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br /> Load Combination @ Base @ Top @ Base @ Top @ Base <br /> D Only k k 0.447 k <br /> L Only k k 1.620 k <br /> D+L k k 2.067 k <br /> Maximum Deflections for Load Combinations -Unfactored Loads <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> D+L 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> Sketches <br /> Y 2.030k <br /> • <br /> O X <br /> 0 <br /> CO <br /> a <br /> T- <br /> 4x6 <br /> V <br /> 3.50 in Loads are total entered value.Arrows do not reflect absolute direction. <br />