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Job Page <br /> � �����'� Paine Field (BU 856390) -Seismic 4 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Roud <br /> xnle;gh,NC 27603 Client Designed by <br /> Phone:(9/9)66/-635/ Crown Castle <br /> FAX:(9/9)661-6350 IT1tW8aVl� <br /> Tower Secondary Secondury Horizontal Secondary lnner Brucing Inner Brucing Size Inner Brucing <br /> Elevation Horizontnl Type Size Horizontal Type Gructe <br /> Grucle <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 L1 3/4x1 3/4xl/8 A36 <br /> (36 ksi) (36 ksi) <br /> TS 30.00-20.00 Solid Round A36 Equal Angle L1 3/4x1 3/4x1/8 A36 <br /> (36 ksi) (36 ksi) <br /> T6 20.00-10.00 Solid Round A36 Equal Angle L2x2xl/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 Section Geometr cont�d <br /> Tower Xedundant Redundant Redundant If Factor <br /> Elevation Brctcing Type Size <br /> Grude <br /> t <br /> T3 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> 60.00�0.00 (36 ksi) Diagonal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> T4 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> 40.00-30.00 (36 ksi) Diagonal(1) Equal Angle L2x2x1/8 1 <br /> TS A36 Horizontal(1) Equal Angle L]3/4x1 3/4x1/8 1 <br /> 30.00-20.00 (36 ksi) Diagonal(1) Equal Angle L2x2x]/8 1 <br /> T6 A36 Horizontal(1) Equal Angle L1 3/4x1 3/4x1/8 1 <br /> 20.00-10.00 (36 ksi) Diagonal(1) Equal Angle L2x2x1/8 1 <br /> T7 10.00-0.00 A36 Horizontal(1) Equal Angle Ll 3/4x1 3/4x1/8 1 <br /> (36 ksi) Dia onal(1 E ual An le L2x2xl/8 1 <br /> Tower Section Geometr cont'd <br /> Tower Gusset Gusset Gusset Grude Adjust.Fuctor Adjust. Weight Mult. Double Angle Double Angle Double Anglc <br /> Elevation Areu Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per,fnce) A, Spacing Spacing Spucing <br /> Diagonals Horizontuls Redundunts <br /> t� in in in in <br /> Tl 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 0.0000 <br /> (50 ksi) <br /> T3 60.00-40.00 0.00 0.3750 A572-50 1 1 1 32.5000 47.0940 0.0000 <br /> (50 ksi) <br /> T4 40.00-30.00 0.00 0.5000 A572-SO 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 /> T6 20.00-10.00 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 />