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� Job Page <br /> '� ��� �� Paine Field (BU 856390) 4 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phane:(919)661-6351 Crown Castle mtweavil <br /> FAX:(919)661-6350 <br /> Tower Secondary Secondary NoriZontal Secondury Inner Brucing /nner Bracing Size Inner Bracing <br /> Elevcation Horizontal Type Size Horizontal Type Grude <br /> Grade <br /> t <br /> T3 60.00-40.00 Solid Round A36 Equal Angle Ll 3/4x1 3/4x1/8 A36 <br /> (36 ksi) (36 ksi) <br /> T4 40.00-30.00 Solid Round A36 Equal Angle Ll 3/4x1 3/4x1/8 A36 <br /> (36 ksi) (36 ksi) <br /> TS 30.00-20.00 Solid Round A36 Equal Angle L]3/4x1 3/4x1/8 A36 <br /> (36 ksi) (36 ksi) <br /> T6 20.00-10.00 Solid Round A36 Equal Angle L2x2x1/8 A36 <br /> (36 ksi) (36 ksi) <br /> T7 10.00-0.00 Solid Round A36 Equal Angle L2x2x1/8 A36 <br /> � (36 ksi) � � �� (36 ksi) <br /> Tower S�ction Georn+etr cont'd <br /> Tower Xedundant Redundant Redundant K Fuctor <br /> E(evution Bracing Type SiZe <br /> Grnde <br /> T3 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 ] <br /> 60.00-40.00 (36 ksi) Diagonal(1) Equal Angle LI 3/4x1 3/4x1/8 1 <br /> T4 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x]/8 1 <br /> 40.00-30.00 (36 ksi) Diagonal(1) Equal Angle L2x2x1/8 1 <br /> TS A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> 30.00-20.00 (36 ksi) Diagonal(1) Equal Angle L2x2xl/8 1 <br /> T6 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> 20.00-]0.00 (36 ksi) Diagonal(1) Equal Angle L2x2x1/8 1 <br /> T7 10.00-0.00 A36 Horizontal(1) Equal Angle L]3/4x1 3/4x1/8 1 <br /> (36 ksi) Dia onal(1) E ual An le L2x2x1/8 1 <br /> Tower Section Geometr cont'd <br /> To�ver Gusset Gusset Gusset Gracle Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle <br /> Edevntiori Arect Thickness Af Factor Stitch Bold Stitch Bolt Stitch Bolt <br /> (perface) A, Spacing Spucing Spucing <br /> Diagorzuls Kprizontals Redundan[s <br /> t t� � in � � � �� � � �� in� in� in � <br /> � T1 0.00 0.2500 A572-50 1 1 1 36.0000 36.0000 0.0000 <br /> 100.00-80.00 (50 ksi) <br /> T2 80.00-60.00 0.00 0.3750 A572-50 1 1 1 36.0000 36.0000 0.0900 <br /> (50 ksi) <br /> T3 60.00-40.00 0.00 0.3750 A572-SO 1 1 1 32.5000 47.0940 0.0000 <br /> � � � (50 ksi) � � � � � � <br /> T4 40.00-30.00 0.00 0.5000 A572-50 1 1 1 34.0630 47.0940 0.0000 <br /> (50 ksi) <br /> TS 30.00-20.00 0.00 0.5000 A572-50 1 1 1 34.0630 47.0940 0.0000 <br /> (50 ksi) <br /> T620.00-]0.00 0.00 0.5000 A572-50 1 1 1 35.5310 46.0940 0.0000 <br /> (50 ksi) <br /> T710.00-0.00 0.00 0.5000 A572-50 1 1 ` ] 35.5310 46.0940 0.0000 <br /> (50 ksi) <br />