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Client AT&T 570 Colonial Park Dr.Ste#307 ' Client AT&T 570 Colonial Park Dc Ste#307 ' <br /> Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve oate Site Name-.Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite <br /> Site Id:10104030 ���. .- .��� �. � Site Id:10104030 � - - <br /> 2)-�nd Load Reference.ASCE-7-05 xanci <br /> Occupancy Category: rv table 1 1 pg 3 wancl+zice -s.969 cf1Ce:=o.�s <br /> Velocity pressure xz:=i.32 sxp:=c table 63 pg 79 z <br /> exposure coeffident: ea� c C a� s o F n -s s.�11bf For V=50 m h <br /> Topographicfactor x�t:=1.o sed.6.57.2 pg.26 ci�ce =9� f,�e a ei�ce 902 a ci��e- P <br /> Wind directionality factor: �:=0.as table 6-4 For Existina AT&T Antenna(Kathrein 800107641: wt a0.e lbf <br /> an[2 - <br /> Basicwind speed: v:90 mph figure 6-t Hancz =ss.2 in <br /> Importance Factoc i:=1.15 table 6-1 pg 77 wancs:=i1.e in <br /> z z <br /> Antenna height(RAD center): h:=125 ft Dancz�=6�in Dc�- Wanc2 +Dancz <br /> Gust response factor G:=o.es sedion 6.5.8 pg 26 xanrz Hanez <br /> =4.678 Cp:=1.36 -=9.2 Cfside�=1.47 <br /> Velocitypressure: q�:_ O.o0256-x��K���lCd�v2�i�psf qi=26.76�psf (Eq6-15) Want2 Dantz <br /> No Ice: <br /> For Existina AT&T Antenna(Kath2in 800107661: Wtanei =6i.�lbf <br /> Fan[2�-9z'�''Cf'xant2�Want2 Fan[2side�-4z'�''�fside�Hant2"Dant2 <br /> Hant1:=96 in Fo�V=90 m h <br /> Fant2=139.91bf Fant2side=�6.89216f P <br /> Wanti=11.B�in <br /> 2 Z With 3/4"ice: <br /> Dan[1�=6�in Dc�- �`'ancl +Dantl <br /> Hantl Hancl Viceant2�-�'iCe��D�+iCe)�Har.c2 <br /> =8.136 Cf:=1.44 -=16 Cfside�-1�� 3 <br /> Want1 �anci Viceant2=3.306�ft H'eighticeant2�-Viceant2'S6pCf <br /> NQ��: weighticeantz=185.1521bf�antenna <br /> Fant1�-4z'C''Cf"Hantl�Wantl Fantlside�-qz'G'�fside'Hancl�Dant1 pani2ice�-�Want2+2iCe)�Hant2 <br /> Fant7=257.6216f Fantlside= 154.6481bf Fof V=90 R1Ph -6.166 ftZ <br /> Aant2ice- <br /> With 3/4"ice: <br /> Hantz <br /> ice:=0.75in =3.432 Cfice�-��7z <br /> Wan�y+2iCe <br /> iice:= 1.25 <br /> 0.1 502 <br /> h 0.35 Fant2ice�-4z'G'�fice'Ant2ice" z Fant2ice-31.161bf ForV=50mph <br /> ice:=ice�2� �K�� �Iice <br /> 33 90 <br /> iCe=2.142�in <br /> Vicean[1�-T��iCe�(D�+iCe)-Hantl <br /> viceantl=5.75-ft3 Weighticeantl�-Viceanc1�56pcf <br /> Weighticeantl=322.0041bf�a�tBnne <br /> �ntlice�-(Wantl+2iCe)�Hantl <br /> 2 <br /> Aantlice=10.723ft <br /> Velocilel Job it�204AA70104030L2 Subject:Structurel Analysis Velocitel Job#:204AA10104030L2 Subjed:Structural Analysis <br /> 3 of 24 By:AB 4 of 24 By.AB <br /> Date�.6/1612015 9.36 AM Checked:NT Date�6/1612015 9:36 AM Checked:NT <br />