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Job Page trrxTower 816298 Zephyrhills 8 of 47 SSOE Inc. Project Date l001 MadisonAve. O'IZ-O�Z32-OO 16:27:34 07/13/12 Toledo,OH43604 Client Designed by Phone. (4!9)255-3830 (`,(`,� FAK (4!9)255-6101 81352 Tower Calc Calc Legs .� K Single Girts Horiz. Sec. /nner Elevation K K Brace Brace Diags Horiz. Brace Sir:gle Solid Diags Diags Angles Rounds ,Y X X X X X ,l" ft Y Y Y Y Y }' Y TI Yes Ycs 1 1 1 1 I l I I 288.00-279.00 I I I I l 1 I T2 Yes Yes 1 1 I I I l 1 I 279.00-272.00 I I I I I I I T3 Ycs Yes I I 1 I l l I I 272.00-259.00 1 I 1 l l I I T4 Ycs Yes I 1 1 1 l I I I 259.00-247.00 I l 1 I I I I TS Yes Yes I 1 1 I I I 1 I 247.00-237.00 I I t l I I I T6 Yes Yes I I I l 1 I I 1 237.00-232.00 1 I I 1 I I 1 T7 Ycs Yes I 1 I I I I 1 1 232.00-222.00 1 I l 1 1 1 1 T8 Yes Yes I 1 I I l 1 I 1 222.00-210.00 1 I I I I 1 1 T9 Yes Yes I I I I I I 1 I 210.00-195.00 I I 1 1 I 1 I TIO Ycs Yes l I 1 I I l 1 I I 95.00-I 83.00 I I I I I 1 I Tll Yes Yes I I I I l I I t 183.00-171.00 I I 1 I 1 I I T12 Yes Yes I 1 1 I 1 1 I l 171.00-146.00 1 I I 1 I I I T 13 Ycs Yes l I I l 1 1 I I 146.00-122.00 1 I I 1 1 I I T 14 Yes Yes 1 1 1 1 1 1 I I 122.00-96.00 1 I 1 1 I 1 I TIS Yes Yes I 1 1 1 I I I 1 96.00-72.00 I 1 1 I 1 I 1 T16 Yes Ycs 1 I I I 1 0.5 1 I 72.00-52.00 1 I I I 0.5 l I T17 Yes Yes I 1 l I I OS l I 52.00-32.00 I I I 1 0.5 I I T 18 Yes Yes I 1 I 1 1 1 l I 32.00-0.00 I 1 I 1 1 l l �Note K factors are applied to member segment lengths.K-braces witho¢�t inner supporting members�xz!!have the Kfactor in the out-of-plane direction appTied to the overall length. Tower Section Geomet (cont'd) Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal E(evation f Net Width U Net Width U Net Width U Net U Net U Net U Ne� U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T I 0.00 1 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0.75 0.00 0.7g 288.00-279.00 T2 0.00 I 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 279 00-272.00 T3 0.00 l 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 0.00 0 75 272.00-259 00