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MxTower Job Page <br /> Zephyrhills (BU 816298) 7 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tgon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle onbre <br /> FAX:(919)661-6350 ao g <br /> Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight ilLhdt. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (pet-face) A, Spacing Spacing Spacing <br /> Diagonals Horcontals Redundanis <br /> fit fl1 in in in in <br /> T10 0.00 0.31 A36 1.03 1 1.05 26.50 24.00 24.00 <br /> 170.83-146.75 (36 ksi) <br /> T11 0.00 0.31 A36 1.03 1 1.05 21.00 24.00 26.00 <br /> 146.75-121.67 (36 ksi) <br /> T12 0.00 0.31 A36 1.03 1 LOS 22.00 24.00 25.00 <br /> 121.67-96.58 (36 ksi) - <br /> T13 0.00 0.31 A36 1.03 1 1.05 24.00 22.00 24.00 <br /> 96.58-71.50 (36 ksi) <br /> T14 0.00 0.31 A36 1.03 1 1.05 21.00 22.00 25.50 <br /> 71.50-51.42 (36 ksi) <br /> T15 0.00 0.31 A36 1.03 1 1.05 23.00 25.50 24.50 <br /> 51.42-31.33 (36 ksi) <br /> T16 31.33-0.00 0.00 0.50 A36 1.03 1 1.05 18.00 25.00 26.00 <br /> (36 ksi) <br /> Tower Section Geometry cont'd <br /> K Factors' <br /> Tower Calc Calc Legs X K Single Girts Hors. Sec. Inner <br /> Elevation K K Brace Brace Diags Hari=. Brace <br /> Single Solid Diags Diags <br /> Angles Rounds r X N x x Ar x <br /> f }' }' 3' Y Y Y Y <br /> TI Yes Yes l 1 1 1 1 1 1 1 <br /> 287.67-280.08 1 1 1 1 1 1 1 <br /> T2 Yes Yes I 1 1 1 1 1.2 1 1 <br /> 280.08-272.50 1 1 1 1 1.2 1 1 <br /> T3 Yes Yes 1 1 1 I 1 I 1 1 <br /> 272.50-247.33 1 1 1 1 1 1 1 <br /> T4 Yes Yes I I 1 1 I 1 I l <br /> 247.33-232.58 1 1 l 1 1 1 1 <br /> T5 Yes Yes l 1 1 1 1 1 1 1 <br /> 232.58-222.17 1 1 1 1 1 1 I <br /> T6 Yes Yes 1 1 1 1 1 1 1 l <br /> 222.17-209.58 1 1 1 1 1 1 1 <br /> T7 Yes Yes 1 1 I I I 1 1 1 <br /> 209.58-197.00 1 1 1 1 1 1 1 <br /> T8 Yes Yes l 1 1 1 1 1.2 1 0.5 <br /> 197.00-181.30 1 1 1 1 1.2 1 1 <br /> T9 Yes Yes 1 I 1 1 l 1 1 0.5 <br /> 181.30-170.83 1 1 1 1 1 1 1 <br /> TIO Yes Yes 1 I I I 1 1 1 0.5 <br /> 170.83-146.75 1 1 1 1 1 1 1 <br /> TI1 Yes Yes 1 I l I I 1 1 0.5 <br /> 146.75-121.67 1 1 1 1 1 1 1 <br /> T12 Yes Yes 1 I I 1 I 1 1 0.5 <br /> 121.67-96.58 1 1 1 1 1 1 1 <br /> T13 Yes Yes 1 1 I 1 1 1 1 0.5 <br /> 96.58-71.50 1 1 1 1 1 1 1 <br /> T14 Yes Yes 1 1 1 1 i 1 1 0.5 <br /> 71.50-51.42 1 1 1 1 0.5 l 1 <br /> T15 Yes Yes 1 1 1 1 1 1 1 0.5 <br /> 51.42-31.33 1 1 1 1 0.5 1 1 <br /> T16 Yes Yes 1 I l 1 1 1 1 0.5 <br /> 31.33-0.00 1 2 1 1 1 1 1 <br />