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Job Page <br /> tnxTower Pasco County (VS) (BU 826548) 26 of 30 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.7359 14:45:23 07/26/13 <br /> 3703 Junction Blvd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 JLW <br /> Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria <br /> No. Type Grade Of Load per Load Load Ratio <br /> ft in Bolts Bolt K Allowable <br /> K <br /> T8 100 Leg A325N 1.500 6 51.414 119.282 0.431 1 Bolt Tension <br /> Diagonal A325N 0.750 2 8.922 12.506 0.713 1 Member Block <br /> Shear <br /> Top Girt A325N 0.750 1 4.488 17.892 0.251 1 Bolt Shear <br /> T9 80 Diagonal A325N 0.625 2 8.611 11.623 0.741 1 Member Block <br /> Shear <br /> Top Girt A325N 0.625 1 4.554 12.425 0.366 1 Bolt Shear <br /> T10 70 Leg A325N 1.500 6 62.081 119.282 0.520 1 Bolt Tension <br /> Diagonal A325X 0.625 2 9.762 23.245 0.420 1 Member Block <br /> Shear <br /> T11 60 Leg A325N 1.500 6 72.644 119.282 0.609 1 Bolt Tension <br /> Diagonal A325N 0.750 2 10.396 17.892 0.581 1 Bolt Shear <br /> Top Girt A325N 0.750 1 6.258 15.769 0.397 1 Member Bearing <br /> T12 40 Diagonal A325N 0.750 2 9.905 17.892 0.554 1 Bolt Shear <br /> Top Girt A325N 0.750 1 5.910 15.769 0.375 1 Member Bearing <br /> T13 30 Leg A325N 1.500 6 82.940 119.282 0.695 1 Bolt Tension <br /> Diagonal A325X 0.750 2 11.259 33.495 0.336 1 Gusset Bearing <br /> T14 20 Diagonal A325N 0.750 2 11.690 17.892 0.653 1 Bolt Shear <br /> Top Girt A325N 0.750 1 6.337 15.769 0.402 1 Member Bearing <br /> Compression Checks <br /> Leg Design Data (Compression) <br /> Section Elevation Size L L„ Kl/r A P„ •P„ Ratio <br /> No. P. <br /> ft ft ft inz K K OP„ <br /> Tl 190-180 P2.5x.203 10.000 5.000 63.3 1.704 -15.028 53.866 0.279' <br /> K=1.00 <br /> T2 180-160 P3.5x.226 20.000 5.000 44.9 2.680 -64.569 96.872 0.667' <br /> K=1.00 <br /> T3 160-140 P5x.258 20.023 6.674 42.7 4.300 -128.241 157.510 0.814' <br /> K=1.00 <br /> T4 140-120 P8x.322 20.023 6.674 27.3 8.399 -202.020 330.771 0.611 ' <br /> K=1.00 <br /> T5 120-113.333 P8x.322 6.674 6.674 27.3 8.399 -226.348 330.771 0.684' <br /> K=1.00 <br /> T6 113.333- P8x.322 6.674 6.674 27.3 8.399 -250.973 330.771 0.759' <br /> 106.667 K=1.00 <br /> T7 106.667-100 P8x.322 6.674 6.674 27.3 8.399 -273.774 330.771 0.828' <br /> K=1.(X1 <br /> T8 100-80 PlOx.365 20.023 10.012 32.7 11.908 -339.531 458.786 0.740' <br /> K=1.00 <br /> T9 80-70 PlOx.365 10.012 10.012 32.7 11.908 -375.244 458.786 0.818' <br /> K=1.00 <br /> T10 70-60 PlOx.365 10.012 10.012 32.7 11.908 -410.545 458.786 0.895' <br /> K=1.00 <br /> T11 60-40 P12x.375 20.023 10.012 27.4 14.579 -482.179 573.746 0.840' <br /> K=1.00 <br /> T12 40-30 P12x.375 10.012 10.012 27.4 14.579 -517.591 573.746 0.902' <br /> K=1.00 <br /> T13 30-20 P12x.375 10.012 10.012 27.4 14.579 -552.570 573.746 0.963 1 <br />