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Norman Scheel Project Title: 200 Series Grountl Mount <br /> S[ructural Engineer Engineer: Project ID: 12065 <br /> ' 5022 Sunrise Boulevard Pro�ect Descr: <br /> Fair Oaks,CA 95628 <br /> (916)536-9585 <br /> Vrirnetl�9 JA4�2G14.10�D6N�G <br /> St@@� CiO�UI1111 File=G:lJob61es1120651Enercalc172065.ec6 <br /> ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 <br /> . �.i� � - •• •" , <br /> DeSCription: Brace A <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 lnformation <br /> Steel Section Name: HSS 1.900X0.145 Overall Column Height 8.150 ft <br /> Analysis Method: Allowable Strength Top&Bottom Fixity Top& Bottom Pinned <br /> Steel Stress Grade A-36, Carbon Steel, Fy= 36 ksi Brace condition for deflection(buckling)along columns: <br /> Fy:Steel Yield 36.0 ksi X-X(width)axis: <br /> E:Elastic Bending Modulus 29,000.0 ksi 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 /> Applled L08dS Service loads entered. Load Factors will be applied for calculations. <br /> Column self weight included:22.171 Ibs'Dead Load Factor <br /> AXIAL LOADS... <br /> Axial Load at 8.150 ft, D=4.20 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Siress Ratio = 0.9957 :1 Maximum SERVICE Load Reactions.. <br /> Load Combination D Only Top along X-X 0.0 k <br /> Location of 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 4.222 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 /> Ma- A lied 0.0 k-ft for loatl combination: <br /> Y� PP <br /> Mn-y I omega:Allowable 0.7563 k-ft Along X-X 0.0 in at OAft above base <br /> for load combination: <br /> PASS Maximum Shear Stress Ratio= 0.0 :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/Omega:Allowable 0.0 k <br /> Load Combination Results <br /> Maximum Axial+Bendinq Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Status Location Stress Ratio Status Location <br /> D Only 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+L+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+Lr+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+S+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750Lr+0.750L+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750L+0.750S+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+W+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.70E+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750Lr+0.750L+0.750W+H 0.996 PASS 0.00 h 0.000 FASS 0.00 ft <br /> +D+0.750L+0.750S+0.750W+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750Lr+0.750L+0.5250E+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +D+0.750L+0.750S+0.5250E+H 0.996 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +0.60D+W+H 0.597 PASS 0.00 ft 0.000 PASS 0.00 ft <br /> +0.60D+0.70E+H 0.597 PASS 0.00 ft 0.000 PASS 0.00 ft <br />