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Norman Scheel Project Title: 200 Series Grountl Mount <br /> Structural Engineer En�ineer: Proje�t ID: 12b65 <br /> 5022 Sunrise Boulevard Pro�ect Descr: • <br /> Fair Oaks,CA 95628 <br /> (916)536-9585 , <br /> Vrin�cd�,5 JNN 2014.10�.06Af,� <br /> St@@� CiO�Umn File=G`.Uobfiles1120651Enercalc112065.ec6 <br /> ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.13.8.31 <br /> �.i� � •� <br /> Description: Brace C <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 C>Base n Top @ Base <br /> D Only k k 4.231 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 /> Steel Section Properties : HSS 1.900X0.145 <br /> Depth = 1.900 in I xx = 0.29 in^4 J = 0.586 in^4 <br /> S xx = 0.31 in^3 <br /> Diameler = 1.900 in R xx = 0.626 in <br /> Wall Thick = 0.145 in Zx = 0.421 in^3 <br /> Area = 0.749 in^2 lyy = 0.293 in"4 C = 0.617in^3 <br /> Weight = 2.720 plf S yy = 0.309 in^3 <br /> R yy = 0.626 in <br /> Ycg = 0.000 in <br /> 4 20k <br /> � <br /> O <br /> c•l <br /> Load 1 X �� <br /> r <br /> � <br /> _ <br /> 1.90in Loads are total entered value.Arrows do not reflect absolute direction. <br />