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Job Page <br /> �" � ���'� Paine Field (BU 856390) -Seismic 13 of 20 <br /> Tower Engineering Project nate <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Pho72e:(919)66/-6351 Crown Castle mtweavil <br /> FAX:(979)661-6350 <br /> ComG. Description <br /> No. <br /> � 10 1.2 Dead+1.0 Wind 120 deg-No Ice <br /> ]I 0.9 Dead+1.0 Wind 120 deg-No Ice <br /> 12 1.2 Dead+1.0 Wind 150 deg-No Ice <br /> 13 0.9 Dead+1.0 Wind 150 deg-No Ice <br /> 14 1.2 Dead+1.0 Wind 180 deg-No Ice <br /> ]5 0.9 Dead+1.0 Wind 180 deg-No Ice <br /> 16 1.2 Dead+l.0 Wind 210 deg-No Ice <br /> 17 0.9 Dead+1.0 Wind 2]0 deg-No Ice <br /> 18 1.2 Dead+1.0 Wind 240 deg-No Ice <br /> 19 0.9 Dead+1.0 Wind 240 deg-No Ice <br /> 20 1.2 Dead+1.0 Wind 270 deg-No Ice <br /> 21 0.9 Dead+l.0 Wind 270 deg-No Ice <br /> 22 1.2 Dead+1.0 Wind 300 deg-No Ice <br /> 23 0.9 Dead+1.0 Wind 300 deg-No Ice <br /> 24 1.2 Dead+1.0 Wind 330 deg-No Ice <br /> 25 0.9 Dead+1.0 Wind 330 de -No Ice <br /> Maximum Tower Deflections - Desi n Wind <br /> Sectian Elevation HorZ. Gov. Tilt Twist <br /> No. Deflectivn Gouc( <br /> t in Comb. ° ° � <br /> r�� ��.m ��..�.._._ �____ � .�...�_ __. <br /> T 1 ]00-80 1.519 10 0.1365 0.0000 <br /> T2 80-60 0:966 ]0 0.1143 0.0000 <br /> T3 60-40 0.529 ]0 0.0874 0.0000 <br /> T4 40-30 0.229 10 0.0550 0.0000 <br /> TS 30-20 0.123 ]0 0.0425 0.0000 <br /> T6 20-10 0.047 ]0 0.0290 0.0000 <br /> T7 10-0 0.009 22 0.0146 0.0000 <br /> Critical Deflections and Radius ofi Curvature - Desi n Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Raclius of <br /> Load Curvature <br /> r Comb. in ° ° t <br /> ]05.00 Seismic Force 11 10 1.519 0.1365 0.0000 138391 <br /> 102.00 (2)SBNHH-ID65C w/Mount Pipe ]0 1.519 0.1365 0.0000 138391 <br /> 91.00 Seismic Force 9 ]0 1.262 01267 0.0000 76884 <br /> 90.00 DB495-A ]0 1:234 0.1256 0.0000 69196 <br /> 70.00 Seismic Force 7 10 0.730 0.1019 0.0000 34136 <br /> 60.00 Seismic Force 6 ]0 0.529 0.0874 0.0000 34046 <br /> 57.00 (2)18'Horizontal Pipe Face Mount ]0 0.476 0.0825 0.0000 34900 <br /> 50.00 Seismic Force 5 ]0 0.363 0.0707 O.p000 38005 <br /> 35.00 Seismic Force 4 10 0:172 0.0486 0.0000 42302 <br /> 25.00 Seismic Force 3 10 0.081 0.0359 0.0000 35920 <br /> 15.00 Seismic Force 2 22 0.023 0.0218 0.0000 31866 <br /> 5.00 Seismic Force l 22 0.002 0.0073 0.0000 63646 <br /> Bolt Desi :n Data <br />