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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer. Project ID: <br /> Project Descr: <br /> Pled 1 DEC 2011,10 32,41A <br /> Wood Column Fib=iUJespennnei iifibsIPROJECf5�8000.8-118246-R-118246-R-1EC6 <br /> ENERCALC,INC.1383-2017,Biatl:1017.8 28.Ver.10.17 8.28 <br /> Lic,N: KW-06011301 Licensee: Covington <br /> Description: P1-2x6-HEIGHT=10 <br /> Load Combination Results <br /> Maximum Axial+$endirxi Stress Ratios Maximum Shear Ratios <br /> Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location <br /> +0.60D+0.60W+0.60H 1.600 0.324 0.07545 PASS 0.0 ft 0.0 PASS 10.0 ft <br /> +0.60D+0.70E+0.60H 1.600 0.324 0.07545 PASS 0.0 ft 0.0 PASS 10.0 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> +D+H 0.768 <br /> +D+L+H 0 768 <br /> +O+Lr+H 2,768 <br /> +D+S+H 0.768 <br /> +D+0 750Lr+0 750E+H 2 268 <br /> +0+0 750E+0.750S+H 0 768 <br /> +0+0.60W+H 0 768 <br /> +D+0 70E+H 0.768 <br /> +13+0 750Lr+0 750E+0.450W+H 2 268 <br /> +0+0 750E+0 7505+0 450W+H 0.768 <br /> +0+0 750E+0 7505+0 5250E+H 0 768 <br /> +0.600+0 60W+0 60H 0 461 <br /> +0 600+0.70E+0 60H 0.461 <br /> D Only 0.768 <br /> Lr Only 2.000 <br /> L Only <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max Y-Y Deflection Distance <br /> +D+H 0 0000 in 0.000 ft 0.000 in 0 000 ft <br /> +D+L+H 0.0000 in 0.000 ft 0 000 in 0 000 ft <br /> +D+Lr+H 0 0000 in 0.000 fl 0 000 in 0 000 ft <br /> +D+S+H 0 0000 in 0.000 ft 0.000 in 0 000 ft <br /> +D+0.750Lr+0 750L+H 0.0000 in 0.000 ft 0 000 in 0 000 ft <br /> +0+0.750L+0.750S+H 0 0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0 60W+H 00000 in 0.000 ft 0.000 in 0 000 ft <br /> +0+0 70E+H 0 0000 in 0 000 ft 0 000 in 0 000 ft <br /> +D+0.750Lr+0.750L+0.450W+H 0 0000 in 0.000 ft 0.00) in 0.000 ft <br /> +D+0.750L+0 750S+0 450W+H 0 0000 in 0.000 ft 0.000 in 0 000 ft <br /> +D+0.750L+0 750S+0 5250E+H 0 0000 in 0.000 ft 0.000 in 0.000 ft <br /> +0 600+0 60W+0 60H 0.0000 in 0.000 ft 0 000 in 0 000 ft <br /> +0 600+0 70E+0 60H 0 0000 in 0.000 ft 0 000 in 0 000 ft <br /> D Only 0 0000 in 0 000 ft 0 000 in 0 000 ft <br /> Lr 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 /> S Only 0 0000 in 0 000 ft 0 000 in 0 000 ft <br /> W Only 0.0000 in 0.000 ft 0.000 in 0 000 ft <br /> E Only 0 0000 in 0 000 ft 0 000 in 0 000 ft <br /> H Only 0.0000 in 0 000 ft 0 000 in 0.000 ft <br /> 21a <br />