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Norman Scheel Project Title: 200 Series Grountl Mounl <br /> Structural Engineer En9ineer: Project ID: 12065 <br /> � 5022 Sunrise Boulevartl Pro�ect Descr: <br /> Fair Oaks,CA 95628 <br /> (916)536-9585 <br /> Primed�.9 JAN 2014,10�.06AF✓�� <br /> Stee� CD�umn ' File=G:Uobfiles1120651Enercalc112065.ec6 <br /> ENERCALC,ING 1983-2013,Build:6.13.8.31,Ver:6.13.8.31 <br /> �.�� � •' <br /> Description: Brace C <br /> Code References <br /> Calculations per AISC 360-05, IBC 2009, CBC 2010,ASCE 7-10 <br /> Load Combinations Used :2006 IBC &ASCE 7-05 <br /> General Information <br /> Steel Section Name: HSS 1.900X0.145 Overall Column Height 11.310 ft <br /> Analysis Method: Allowable Strength Top&Bot[om Fixity Top& Bottom Pinned <br /> Steel Stress Gratle A-36, Carbon Steel, Fy= 36 ksi Brace condition for deflection(buckling)along columns: <br /> Fy:Steel Yield 36.0 ksi X-X(witlth)axis: <br /> E:Elastic Bending Modulus 29,000.0 k5i Unbraced Length for X•X Axis buckling=8.5 ft,K=1.0 <br /> Load Combination: 2006 IBC &ASCE 7-05 Y-Y(depth)axis: <br /> Unbraced Length for Y-Y Axis buckling=8.5 ft,K=1.0 <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Column self weight included:30.767 Ibs'Dead Load Factor <br /> AXIAL LOADS... <br /> Axial Loatl at 11.310 ft,D=4.20 k <br /> DESIGN SUMMARY <br /> Bending &Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.9977 :1 Maximum SERVICE Load Reactions.. <br /> Load Combination D Only Top along X-X 0.0 k <br /> Location oi max.above base 0.0 ft Bottom along X-X 0.0 k <br /> At maximum location values are... Top along Y-Y 0.0 k <br /> Pa:Axial 4.231 k Bottom along Y-Y 0.0 k <br /> Pn/Omega:Allowable 4.240 k <br /> Ma-x:Applied 0.0 k-ft Maximum SERVICE Load Deflections... <br /> Mn-x 1 omega:Allowable 0.7563 k-ft Along Y-Y 0.0 in at O.Oft above base <br /> for load combination: <br /> Ma-y:Applied 0.0 k-ft <br /> Mn-y 1 omega:Allowable 0.7563 k-ft Along X-X 0.0 in at O.Oft above base <br /> for load combination: <br /> PASS Maximum Shear Stress Ratio= O.Q :1 <br /> Load Combination <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... <br /> Va:Applied 0.0 k <br /> Vn I Omega:Allowable 0.0 k <br /> Load CombinationResults <br /> Maximum Axial+Bentlinq Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Sta[us Location Stress Ratio Status Location <br /> D Only 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+L+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+Lr+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+S+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 f[ <br /> +D+0.750Lr+0.750L+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750L+0.750S+H 0.998 PRSS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+W+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.70E+H 0.998 PASS 0.00 h 0.000 PASS 0.00 ft <br /> +D+0.750Lr+0.750L+0.750W+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750L+0.750S+0.750W+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750Lr+0.750L+0.5250E+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750L+0.750S+0.5250E+H 0.998 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +0.60D+W+H 0.599 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +0.60D+0.70E+H 0.599 PASS 0.00 ft 0.000 PASS 0.00 ft <br />