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E <br />E <br />n <br />CIGR <br />JOB NO.: L0053-075-131 DESIGNED: DHF <br />DATE: 12/17/13 CHECKED: <br />SHEET -7 OF ' <br />PROJECT: MONUMENT SIGN <br />LOCATION:IMQNUM¢813'*N.212iabliNE <br />WIND PRESSURE 17.6 psf <br />CABINET INFORMATION <br />SUBJECT: POLE DESIGN <br />Cabinet 1 Cabinet 2 Cabinet 3 Cabinet 4 <br />Top of Cabinet Height (ft) g:57!4}¥AfNE219€73'*Na. -4*264Cabinet Height (ft) *fi.96*1.',,4-.94*td, ',¢' '-".--Cabinet Width (ft) ;t:M·7.54®:.·A<J.- t*45/4.,v·¢f·t::,03 ,•,42-**-Cabinet-Depth®)-*·392.520'02%1+4,1.,.,AMsuu;wa:.3:61.649:,1 <br />*Use Cabinet 1 input for the highest cabinet <br />CABINET INFORMATION <br />Stem Width (in)19?* <br />Top of Sign Height (ft) -7,™*.4¥.. m <br />DESIGN <br />Moment - x direction(k-ft) 3.235 <br />Moment - y direction (k-ft) 1.078 <br />*Max Moments are at the base of column <br />Deflection - x direction (in) 0.29 <br />Deflection - y direction (in) 0.10 <br />1.5%H Deflection (in) 1.26 <br />*Max Deflection is taken at the top of the sign <br />0.34% deflection <br />SELECT[QTD:PIRE <br />E (ksi) 29000 <br />Ix, ly (14 6.82 <br />Sx, Sy (14 3.03 <br />Fy (ksi) 35 <br />- Wrk1.33 increase,STN639 <br />Sreq'd (int 1.68 <br />AXIAL LOAD AT BASE OF COLUMN <br />DL(psf) 15,0 <br />LL(psf) 20.0 <br />Pa (lb) 2831.9 <br />TRANSITION <br />Consider Transition ",NON,Zm'Ri67=EEN¥f;t9- 4Height (ft) 14:15*+42§8'107:,?4402510,=.,41€2'22 39 <br />Axial (lb)N/A N/A N/A N/A <br />Shear (lb)N/A N/A N/A N/A <br />Moment (k-ft)NA N/A N/A NA <br />1 <br />1