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Job Page <br /> t- -1 -wet' Pasco County (VS) (BU 826548) 29 of 31 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tnlon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle cdcrook <br /> FAX:(919)661-6350 <br /> P /op.controls <br /> Diagonal Design Data Tension <br /> Section Elevation Size L L Kl/r A P op Ratio <br /> No. P <br /> ft ft ft in lb lb Op. <br /> Tl 190-180 Ll3/4x13/4x3/16 9.43 4.41 102.3 0.3779 3900 16440 0.237' <br /> T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.4484 8246 19504 0.4231 <br /> T3 160-140 2L2 1/2x2 1/20/160/8 11.52 5.51 87.1 1.1039 10872 48020 0.226 1 <br /> T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.7120 12088 30973 0.3901 <br /> T5 120-113.333 L3x3x3/16 13.39 6.24 82.3 0.7120 12416 30973 0.401 1 <br /> T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.7120 12756 30973 0.412' <br /> 106.667 <br /> T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 88.6 1.4238 13908 61937 0.225' <br /> T8 100-80 L3 1/2x3 1/2xl/4 17.41 8.18 92.6 1.1034 16732 48000 0.3491 <br /> T9 80-70 L31/201/2xl/4 18.10 8.56 96.4 1.1269 16130 49019 0.3291 <br /> T10 70-60 2L3 1/20 1/2xl/4x1/2 18.80 8.92 100.2 2.2500 18340 97875 0.187' <br /> Tl1 60-40 L3 1/20 1/20/8 20.23 9.51 109.3 1.6139 19343 70205 0.2761 <br /> T12 40-30 L3 1/20 1/20/8 20.96 9.88 113.4 1.6139 18317 70205 0.261 1 <br /> T13 30-20 2L3 1/20 1/2x3/8xl/2 21.69 10.25 117.1 3.2344 21195 140695 0.151 1 <br /> T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.8989 21709 82602 0.2631 <br /> 1 P /op,controls <br /> Top Girt Design Data Tension <br /> Section Elevation Size L L. Kl/r A P OP Ratio <br /> No. P <br /> ft ft ft in2 lb lb op� <br /> Tl 190-180 L3 1/20 1/2x1/4 8.00 7.55 85.4 1.1503 1529 50039 0.031 ' <br /> T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.1503 32 50039 0.001 ' <br /> T3 160-140 L3 1/20 MOM 8.00 7.40 86.0 1.6139 216 70205 0.003' <br /> T4 140-120 L3 1/20 1/2x3/8 9.67 8.96 103.2 1.6491 2984 71734 0.0421 <br /> T5 120-113.333 L4x4x3/8 11.33 10.38 103.6 1.9341 2283 84132 0.027 1 <br /> T8 100-80 L4x4x3/8 13.00 12.01 119.8 1.8989 4288 82602 0.0521 <br /> T9 80-70 L5x5x5/16 14.67 13.53 105.2 2.0967 4333 91207 0.0481 <br /> T11 60-40 L5x5x5/16 16.33 15.16 118.0 2.0674 5921 89933 0.066' <br /> T12 40-30 L5x5x5/16 18.00 16.67 129.5 2.0674 5573 89933 0.062' <br /> T14 20-0 L5x5x5/16 19.67 18.33 142.2 2.0674 5962 89933 0.0661 <br /> P /op,controls <br /> Section Capacity Table <br /> Section Elevation: Component Size Critical P pP.14- % Pass <br /> No. f< Type Element lb 1b Capacity Fail <br /> Tl 190-180 Leg Pipe 2.5 STD 3 -14574 56559 25.8 Pass <br /> T2 180-160 Leg PIPE 3.5 STD 21 -62598 101716 61.5 Pass <br /> T3 160-140 Leg Pipe 5 STD 51 -124606 165270 75.4 Pass <br /> T4 140-120 Leg Pipe 8 STD 75 -194337 347310 56.0 Pass <br />