Laserfiche WebLink
MxTower Job Page <br /> Zephyrhills (BU 816298) 47 of 52 <br /> Tofver Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> ' P„ /v,controls <br /> Redundant Hip Diagonal 2 Design Data Tension <br /> Section Elevation Size L L„ Kl/r A P. �P„ Ratio <br /> No. p„ <br /> j ft ft inn' lb lb �p <br /> TIO 170.833- L3 1/2x3 1/2x 1 A 16.87 16.87 185.7 1.69 140 54756 0.003' <br /> 146.75 <br /> T11 146.75- L31/201/2x1/4 18.61 18.61 204.9 1.69 148 54756 0.003' <br /> 121,667 <br /> T12 121.667- 2L21/2x2x3/16xl/4 20.29 20.29 307.1 1.62 112 52397 0.002' <br /> 96.5843 <br /> T13 96.5843-71.5 2L2 1/2x2x3/16x 1/4 22.00 22.00 332.9 1.62 113 52397 0.002' <br /> T14 71.5-51.417 2L21/2x2x3/16xl/4 23.17 23.17 350.6 1.62 63 52397 0.001 ' <br /> T15 51.417- 21-21/2x2x3/16xl/4 24.60 24.60 372.2 1.62 56 52397 0.001 ' <br /> 31.334 <br /> T16 31.334-0 21-21/2x2x3/16xl/4 15.40 15.40 233.0 1.62 322 52397 0.006' <br /> ' P„ / pP„controls <br /> Redundant Sub-Horizontal Design Data Tension <br /> Section Elevation Size L L,, K1lr A P„ �P Ratio <br /> No. P„ <br /> ft ft ft in= lb lb �P„ <br /> T16 31.334-0 2L5x5x3/8 20.84 20.84 119.6 7.22 48837 233928 0.209' <br /> 'P„ / pP„controls <br /> Redundant Sub Diagonal Design Data Tension <br /> Section Elevation Size L L„ Ur A P„ �P„ Ratio <br /> No. P„ <br /> fl ft ft in lb lb �p <br /> T16 31.334-0 2L5x31/2x5/l6x3/8 9.42 9.42 78.0 5.12 62544 165888 0.377' <br /> ' P„ /�P„controls <br /> Inner Bracing Design Data Tension <br /> Section Elevation Size L L„ KlIr A P„ r p Ratio <br /> No. P. <br /> ft ft ft in= lb lb �P" <br /> T1 287.667- L3x3x3/16 7.07 7.07 90.4 1.09 12 35316 0.000' <br /> 280.084 <br /> T3 272.5- L3x3x3/16 8.40 8.40 107.3 1.09 65 35316 0.002' <br />