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Ciient:ATBT 570 Colonial Park Dr.Ste i307 Client:ATBT 570 Colonial Park Dc Ste#307 <br /> Site Name�.Hwy 51 AND 15 Rosvrell,GA 30075 ■ve ocite Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve oate <br /> Siteld�.10104030 ��:-. . . .�.. .... ..,. .-�. Siteld�10104030 ..-. .,.. -....-� � . <br /> V�hth 3/4"ice: For proposed 2x2x1/4 anqle kickers: <br /> F+pipeiice�=n'ice��i�ipel+ice) Without Ice: <br /> Hpipel Har.g3:=2.5�ft <br /> =14.416 Cfice�-0.96 Dang3�=Z�in <br /> Dpipel+2iCE 2 2 <br /> ( z` Wang3:=2�in D�:= Wang3 `�ang3 <br /> ' I50 I <br /> Fpipelice�-4z�G'�fice��Dpipel+2iCe i z i Fpipelice=3.74�p1f ForV=50 mph Hang3 _15 C :=1.67 <br /> 90 f <br /> � � Dan93 <br /> Weighticepipel�-Apipelice�56pCf Fang3�-9z'G"�f�Dangs <br /> weighticepipel=11.822�p1f Faag3=6.33�p1f Fo�V=90mph <br /> For proposed 2 1/2"STD Pioe: With 3/4"ice: <br /> No Ice: Aang7ice�=n�ice��D�+ice� <br /> Hpipe2:=9.75�ft Hang3 <br /> =4.774 Cfice�=0.75 <br /> Dpipe2:=2.875�in H'ang3+2iCe <br /> �pipe2 9z � � �50�� <br /> �=1.239 F � G�C D +2ice F -2.76� lf FO�V=50m h <br /> ft psf ang3ice�-qz� fice� ang3 2 ang3ice- P P <br /> 90 <br /> Hpipe2 <br /> =40.696 Cf:=1.2 Weighticeang3�-Aang3ice'S6pCf <br /> (Dpipe2� Weighticeanq3=13.008�p1f <br /> Fpipe2:=qi�GCf�Dp.Pey=6.538�p1f FOfV=90Olph <br /> ForExistina 1 518"Coax: Wtcoaxi =o.e2plf <br /> 1Nith 3/4"ice: <br /> Hcoaxl�=1zs�ft <br /> ppipe2ice�-n'iCe��DpiPeY+iCe) �coaxl�-1.98�in <br /> i e2 D <br /> Hp p =16.343 Cfice�= 1.16 coaxi 4z _0.853 <br /> Dpipe2+2ice ft psf <br /> ` I SOZ� Hcoaxl <br /> Fpipe2ice�-4z'G'�fice��Dpipe2+2ice� \90Z Fpipe2ice-4-86�p1f ForV=50mph coaxl -�57.576 Cp:= 1.2 <br /> D <br /> weighticepipe2�-ppipe2ice'S6pcf Fcoaxl�-4z"G"Cf"Dcoaxi=4.503�p1f <br /> weighticepipe2=13.13�p1f <br /> Velocdel Job#:204AA10104030L2 Subjed:Structural Analysis Velocitel Job#�.204AA10104030L2 SubjecC Structural Analysis <br /> 15 of 24 By AB 76 of 24 By.AB <br /> Date�6/16/2015 9:36 AM Checked:NT Date:6/16/2015 9:36 AM Checked:NT <br />