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WxT®Wer Job Page Zephyrhills (BU 816298) 37 of 52 Tower Engineering Project Date Professionals TEP No. 26146.157540 16:21:19 06/04/18 326 Tilpon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle on aobre FAX:(919)661-6350 g Section Elevation Size L L„ Kl/r A P„ pP„ Ratio No. P„ j ft ft in, lb 16 Op P„ /�P„controls Redundant Horizontal 2 Design Data (Compression) Section Elevation Size L L„ Ur A P. op„ Ratio No. p„ ft ft ft inr' lb lb gyp„ T10 170.833- L2 1/2x2 1/2x3/16 8.14 7.81 189.4 0.90 -2154 5682 0.379' 146.75 K=1.00 TII 146.75- L3x3x3/16 9.14 8.80 177.3 1.09 -2937 7838 0.375' 121.667 K=1.00 T12 121.667- L3x3x3/16 10.17 9.84 198.1 1.09 -3816 6278 0.608' 96.5843 K=1.00 T13 96.5943-715 L3x3xl/4 11.20 10.87 2203 1.44 -4738 6701 0.707' K=1.00 T14 71.5-51.417 2L2 1/2x2 1/2x3/16 12.24 1190 238.7 1.80 -5728 7139 0.802' K=130 T15 51.417- 2L2 1/2 x 2 1/2 x 3/16 x 13.06 12.73 196.3 1.80 -6532 10583 0.617' 31.334 5116 K=1.00 T16 31.334-0 L2 1/2x2 1/2x 1/4(rz) 7.27 6.93 172.6 1.19 -6309 9020 0.699' K=1.00 P„ /op„controls Redundant Horizontal 3 Design Data (Compression) Section Elevation Size L L„ KlIr A P. op Ratio No. P„ ft ft ft in= lb lb �p T16 31.334-0 2L3x3xl/4xl/2 10.90 10.57 137.6 2.90 -6309 34650 0.182' K=1.00 P„ /OP„controls Redundant Diagonal 1 Design Data (Compression) Section Elevation Size L L„ Kill. 9 P„ �P„ Ratio No. P„ fi ft ft in' lb lb gyp„ T3 272.5- L2 1/2x2x3/16 6.97 6.48 182.2 0.81 -246 5506 0.045' 247.333 K=1.00 T5 232.583- L21/2x2x3/16 6.50 5.93 167.1 0.81 -587 6546 0.090' 222.166 K=1.00 T6 222.166- L2 1/2x2 1/2x3/16 7,54 6.93 168.1 0.90 -756 7213 0.105' 209.583 K=1.00 T7 209.583-197 L21/2x21/2x3/16 7.76 7.19 174.3 0.90 -1078 6709 0.161 '