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• * �� Job Page R Pasco County (VS) (BU 826548) 5 of 30 Tower Engineering Project Date Professionals TEP No. 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 l W Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Al Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft .f2 in in in T11 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 60.000-40.000 (36 ksi) T12 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 40.000-30.000 (36 ksi) T13 0.000 0.500 A36 1.03 1 1.05 41.016 0.000 30.000-20.000 (36 ksi) T14 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 20.000-0.000 (36 ksi) Tower Section Geometry (cont'd) K Factors' Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1 Yes No 1 1 1 1 1 1 1 1 190.000-180.0 1 1 1 1 1 1 1 00 T2 Yes No 1 1 1 1 1 1 1 1 180.000-160.0 1 1 1 1 1 1 1 00 T3 Yes No 1 1 1 1 1 1 1 1 160.000-140.0 1 1 1 1 1 1 1 00 T4 Yes No 1 1 1 1 1 1 1 1 140.000-120.0 1 1 1 1 1 1 1 00 T5 Yes No 1 1 1 1 1 1 1 1 120.000-113.3 1 1 1 1 1 1 1 33 T6 Yes No 1 1 1 1 1 1 1 1 113.333-106.6 1 1 1 1 1 1 1 67 T7 Yes No 1 1 1 1 1 1 1 1 106.667-100.0 1 1 1 1 1 1 1 00 T8 Yes No 1 1 1 1 1 1 1 1 100.000-80.00 1 1 1 1 1 1 1 0 T9 Yes No 1 1 1 1 1 1 1 1 80.000-70.000 1 1 1 1 1 1 1 T10 Yes No 1 1 1 1 1 1 1 1 70.000-60.000 1 1 1 1 1 1 1 T11 Yes No 1 1 1 1 1 1 1 1 60.000-40.000 1 1 1 1 1 1 1 T12 Yes No 1 1 1 1 1 1 1 1 40.000-30.000 1 1 1 1 1 1 1 T13 Yes No 1 1 1 1 1 1 1 1 30.000-20.000 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.000-0.000 1 1 1 1 1 1 1 'Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applied to the overall length.