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12540 NIMBUS I ST: EX.4 ENGINEERING DETAILS <br />Page 5 of 6 <br />SULLAWAY <br />■ L-H(;INLEI(IH(� <br />OJ. NO.: 33145 <br />CLIENT: EVER <br />DATE: 12/16/20: <br />ENGINEER: MAC <br />Check 6"x6"0.375" Sq. Aluminum Tube <br />(ADM 2015 - Ch F) <br />Mu = <br />k-in <br />d <br />t <br />Yielding: <br />1 fi 0.375 <br />(ADM 15, F.2) <br />Mn = Z Fcy = <br />267.4 k-in <br />welded? <br />es <br />Mn = 1.5 St Fty = <br />335.2 k-in <br />Fcy = Fty = <br />15 ksi <br />Z = <br />17.824 in <br />Mn = <br />240.6 k-in OK <br />St = <br />14.897 in3 <br />LB: <br />= <br />0.9 <br />(ADM 15 F.3.1) <br />Bp = <br />19.9 ksi <br />= <br />1 ksi <br />Dp = <br />0.11 ksi <br />E = <br />10100 ksi <br />Cp = <br />122.7 <br />k1c = <br />0.35 <br />k2c = <br />2.27 <br />1 = Bp-Fcy/1.6Dp = <br />28.4 <br />k1f = <br />0.5 <br />2 = k1 W1.61Dp = <br />57.4 <br />k2f = <br />2.04 <br />b/t = <br />14.0 <br />since b/t< 1: Fc = Fcy = <br />15.00 <br />m = <br />0.65 <br />1 = <br />44.692 in <br />Bbr = <br />26.4 ksi <br />ccf = <br />2.813 in <br />Dbr = <br />0.17 ksi <br />ccw = <br />3.0 in <br />Cbr = <br />107 <br />1 = Bbr-1.5 Fry/mDbr = 36.4 <br />2 = k1 Bbr/mDbr = 123.1 <br />since b/t< 1: Fc = 1.5 Fry = 22.50 <br />Mnlb = Fc If / ccf + Fb Iw / ccw = 573.55 k-in <br />Mnlb = 516.20 k-in OK <br />Page 6 of 6 <br />44 SULLAWAY <br />1b IF I H(;INFFRING <br />OJ. NO.: 33145 <br />CLIENT: EVERGREEN SIGN CO. <br />ENGINEER: MAC <br />Check 5"x5"x0.375" Sq. Aluminum Tube <br />(ADM 2015 - Ch F) <br />Mu = <br />I 49.08 k-In <br />d <br />t <br />Yielding: C <br />(ADM 15, F.2) Mn = Z Fcy = <br />180.9 k-in <br />welded? <br />Mn = 1.5 St Fty = <br />224.1 k-in <br />Fcy = Fty = <br />15 ksi <br />Z = <br />12.059 in <br />Mn = <br />162.8 k-in OK <br />St = <br />9.958 in' <br />LB: <br />= <br />0.9 <br />(ADM 15 F.3.1) Bp = <br />19.9 ksi <br />= <br />1 ksi <br />Dp = <br />0.11 ksi <br />E = <br />10100 ksi <br />Cp = <br />122.7 <br />k1c = <br />0.35 <br />k2c = <br />2.27 <br />1 = Bp-Fcy/l.6Dp = <br />28.4 <br />klf = <br />0.5 <br />2 = k1 EP/1.61)p = <br />57.4 <br />k2f = <br />2.04 <br />b/t = <br />11.3 <br />since b/t< 1: Fc = Fcy = <br />15.00 <br />m = <br />0.65 <br />1 = <br />24.896 in <br />Bbr = <br />26.4 ksi <br />ccf = <br />2.313 in <br />Dbr = <br />0.17 ksi <br />ccw = <br />2.5 in <br />Cbr = <br />107 <br />1 = Bbr-1.5 Fry/mDbr = <br />2 = k1 Bbr/mDbr = <br />since b/t< 1: Fc = 1.5 Fry = <br />Mnlb = Fc If / ccf + Fb Iw / ccw = <br />Mnlb = <br />36.4 <br />123.1 <br />22.50 <br />385.54 k-in <br />346.99 k-in OK <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />E <br />evergreen sign co. <br />1513 Central Ave South <br />Kenl, Washington 98032 <br />253-852-1354 <br />www.evergreensign.com <br />Dale: 5-14-22 <br />Project Manager. CHZ <br />Dravrn By: CHZ <br />Checked By. <br />Administrator: <br />Revision Dates: <br />O <br />G <br />G <br />G <br />ALL VATER'AAS N THESE DP^.-6s <br />REPRESEIIT Tiff SOLE PROPEREY OF <br />EY GREEN SG4 COYPAWMD <br />OAN OT RE REPRODUCED, PUBLISHED <br />OR USED OI Alf(WAY MOUE ARM111 <br />PERVSS'71 OF nTRGREEN SL`I CO:?Ala <br />ROCKEFELLER <br />2701 ROCKEFELLER AVE <br />EVERETT, WA 98201 <br />SP EXA <br />EXTERIOR SIGNAGE <br />