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Client:AT&T 570 Colonial Park Dc Ste#307 Client:AT&T 570 Colonial Park Dr.Ste#307 <br /> Site Name:Hwy 51 AND 15 Roswell,GA 30075 ■ve ocite Site Name:Hv✓y 51 AND 15 Roswell,GA 30075 ■ve ocite <br /> Siteld:10104030 �.-.-�-��� .�•-- ���= Siteld:10104030 -r�-��-� -��•���• ����� --� <br /> With 3/4"ice: For5 1/2x3/8"toe plate: <br /> �ngzice�_'R�ice�(D�+ice) Without Ice: <br /> Han9� �y12:=6�ft <br /> H'angz+2ice —6.048 Cfice�-��78 DPlp:=5.5�in <br /> 2 Wp12:=0.375�in Dc�- Wp122+�p122 <br /> 50 <br /> Fang2ice�-4z�G"Cfice���ang2+2ice'� 2 Fan9zice=2�B7�Plf FOfV=50fflph HPiy <br /> 90 =13.091 Cf:=1.6 <br /> Dp12 <br /> Weighticeang��-Aana2ice'S6pcf <br /> Weighticeang�=13.008�p1f Fpl2�-4z'G"�f�Dp12 <br /> For 2 3/4x3/8"fflld fall: FP12 = 16.678 plf For V=90 mph <br /> With 3/4"ice: <br /> Without Ice: <br /> HP11:=6�ft Apl2ice�-��ice��D�+ice) <br /> Dp11�=2.75�in Hplz <br /> Z 2 =7.359 Cfice�=0.81 <br /> Wp11:=0.375�in Dc�- Wpli ��pll DP12+2ice <br /> H 11 Z`I <br /> �pll 26.182 Cf'=2 Fpl2ice�-4z"G"�fice"�Dp12+2iCe�� 502 J FP12ice-4�64�plf FOf V=50 rtlPh <br /> 90 <br /> Fp11�=9z'G'Cf'Dpll Weighticepl2�=pplzice�56pcf <br /> FPll=10.424�p1f For V=90 mph weight_�eplz=20.033�p1f <br /> VNth 3/4"ice: Forexistinq 2"STD Pipe: wtP�pel:=3.55p1f <br /> Apii1Ce:="R'ice��D�+ice� Nolce: <br /> �pll Hpipel:=B�ft <br /> =10.236 Cfice�-��87 �—2.375�in <br /> Dp11+2ice Dpipe7�— <br /> /I Z\I Dpipel 9z <br /> F GC +2ice��l 50 I F —3.SS�plf FofV=50m h ft —=1.024 <br /> pliice�-4z' fice"�Dpll I 2 I pllice— P psf <br /> �90 � Hpipei <br /> Weighticepll�—Ap:lice�56pcf ` =40.421 Cf:= 1.2 <br /> �Dpipel� <br /> Weighticepll=12.87�p1f <br /> Fpipel�-9z�G�Cf��piPei=s.ao1-plf ForV=90 mph <br /> Vebcdel Job#�.204AA10104030L2 Subject:Structural Analysis Velocitel Job#�.204AA10104030L2 Subject:Strucwrel Analysis <br /> 13 of 24 By:AB 74 of 24 By.AB <br /> Date�.6/16/2015 936 AM Checked:NT Date�.6116l2015 936 AM Checked�.NT <br />