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Page <br /> m xTower Job Paine Field(BU 856390) 2 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.851k100 08:36:09 05/10/23 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX.'(919)661-6350 Anwar Ibrahim <br /> Wind 180 <br /> i <br /> Lea A <br /> if <br /> Wind 90 �� o <br /> 4� so <br /> eP <br /> Leg C Z Leg B <br /> Face C <br /> Wind Normal <br /> Triangular Tower , <br /> Tower Section Geometry <br /> Tower Tower Assembly Description Section Number Section <br /> Section Elevatiorp Database Width of Length <br /> g <br /> Sections <br /> ft ft ft <br /> Tl 100'-80' 6'9-3/8" 1 20' <br /> T2 80'-60' 8'5-13/32" 1 20' <br /> T3 60'-40' 10'2-17/32" 1 20' <br /> T4 40'-30' 11'11-9/32" 1 10' <br /> T5 30'-20' 12'8-3/4" 1 10' <br /> T6 20'-10' 13'6-1/4" 1 10' <br /> T7 10'-0' 14'6-19/32" 1 10' <br /> Tower Section Geometry(cont'd) <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Horizontals Offset Offset <br /> End <br /> ft ft Panels in in <br /> T1 100'-80' 6'8-1/32" X Brace No No 0.0000 0.0000 <br /> T2 80'-60' 6'8-1/32" X Brace No No 0.0000 0.0000 <br /> T3 60'-40' 10' K1 Down No Yes 0.0000 0.0000 <br /> T4 40'-30' 10' K1 Down No Yes 0.0000 0.0000 <br /> T5 30'-20' 10' K1 Down No Yes 0.0000 0.0000 <br />