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1118 80TH ST SW BASE FILE 2018-09-18
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1118 80TH ST SW BASE FILE 2018-09-18
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Last modified
9/18/2018 9:53:14 AM
Creation date
5/17/2017 11:03:18 AM
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Address Document
Street Name
80TH ST SW
Street Number
1118
Tenant Name
BASE FILE
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Job Page <br /> �������� Paine Field (BU 856390) 13 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Try,on Roud <br /> Ruieigh,NC 27603 Client Designed by <br /> Plzone:(9!9)66l-6351 (;t'OWI1 �'iaSt�@ <br /> FAX:(919)661-6350 mtweavil <br /> Co�nG. Description <br /> No. <br /> 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp <br /> 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp <br /> 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp <br /> 35 I.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp <br /> 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp <br /> 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp <br /> 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp <br /> 39 Dead+Wind 0 deg-Service <br /> 40 Dead+Wind 30 deg-Service <br /> 41 Dead+Wind 60 deg-Service <br /> 42 Dead+Wind 90 deg-Service <br /> 43 Dead+Wind 120 deg-Service <br /> 44 Dead+Wind I50 deg-Service <br /> 45 Uead+Wind 180 deg-Service <br /> 46 Dead+Wind 210 deg-Service <br /> 47 Dead+Wind 240 deg-Service <br /> 48 Dead+Wind 270 deg-Service <br /> 49 Dead+Wind 300 deg-Service <br /> 50 Dead+Wind 330 de -Service <br /> Maximum Tower Deflections - Service Wind <br /> Sectiorz Elevadion HorZ. Gov. Tilt Twist <br /> No. Deflection Load <br /> t in Cornb. ° ° <br /> T i I00-80 1.460 43 0.1277 0.0155 <br /> T2 80-60 0.944 43 0.1077 0.0145 <br /> T3 60-40 0.529 43 0.0834 0.0128 <br /> T4 40-30 0.236 43 0.0534 0.0079 <br /> TS 30-2� 0.131 43 0.0416 0.0055 <br /> T6 20-]0 0.053 43 0.0287 0.0032 <br /> T7 10-0 0.012 47 0.0146 0.0016 <br /> Critical Deflections and'Radius of Curvature - Service Wind <br /> Elevntion Appurtenunce Gov. Deflection Tilt Twist Radius of <br /> L,oud Curvature <br /> ��� Comb. in ° ° � t <br /> 102.00 (2)SBNHH-1 D65C w/Mount Pipe 43 1.460 0.1277 0.0155 159714 <br /> N0.00 DB495-A 43 ].194 0.1179 0.0149 79857 <br /> 57.00 (2)18'Horizontal Pi e Face Mount 43 0.477 0.0789 0.0123 3&495 <br /> Maximum Tower Deflections - Desi n Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Ueflection Loud <br /> __ ft in Comb. ° ° <br /> T 1 100-80 4.614 10 0.4026 0.0498 <br /> T2 80-60 2.985 10 0.3394 0.0466 <br /> T3 60-40 1.675 10 0.2629 0.0412 <br /> T4 40-30 0.751 10 0.1684 0.0254 <br />
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