Laserfiche WebLink
tnxTower Job Pasco County (VS) (BU 826548) Page26 of 31 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle cdcrook <br /> FAX.(919)661-6350 <br /> Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria <br /> No. Type Grade Of Load Load Load Ratio <br /> ft in Bolts per Bolt per Bolt Allowable <br /> lb lb <br /> T4 140 Leg A325N 1.5000 4 42670 126472 0.337 1.05 Bolt Tension <br /> Diagonal A325N 0.6250 2 6044 7697 0.785 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.6250 1 2984 13806 0.216 1.05 Bolt Shear <br /> T5 120 Diagonal A325N 0.6250 2 6208 7697 0.806 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.6250 1 2283 13806 0.165 1.05 Bolt Shear <br /> T6 113.333 Diagonal A325N 0.6250 2 6378 7697 0.829 1.05 Member Block <br /> Shear <br /> T7 106.667 Leg A325N 1.5000 6 38722 126472 0.306 1.05 Bolt Tension <br /> Diagonal A325X 0.6250 2 6954 15395 0.452 1.05 Member Block <br /> Shear <br /> T8 100 Leg A325N 1.5000 6 47944 126472 0.379 1.05 Bolt Tension <br /> Diagonal A325N 0.7500 2 8366 12506 0.669 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.7500 1 4288 18923 0.227 1.05 Member Bearing <br /> T9 80 Diagonal A325N 0.6250 2 8065 11623 0.694 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.6250 1 4333 13050 0.332 1.05 Member Bearing <br /> T10 70 Leg A325N 1.5000 6 57837 126472 0.457 1.05 Bolt Tension <br /> Diagonal A325X 0.6250 2 9170 23245 0.394 1.05 Member Block <br /> Shear <br /> T11 60 Leg A325N 1.5000 6 67626 126472 0.535 1.05 Bolt Tension <br /> Diagonal A325N 0.7500 2 9671 18759 0.516 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.7500 1 5921 15769 0.375 1.05 Member Bearing <br /> T12 40 Diagonal A325N 0.7500 2 9158 18759 0.488 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.7500 1 5573 15769 0.353 1.05 Member Bearing <br /> T13 30 Leg A325N 1.5000 6 77161 126472 0.610 1.05 Bolt Tension <br /> Diagonal A325X 0.7500 2 10598 33495 0.316 1.05 Gusset Bearing <br /> T14 20 Diagonal A325N 0.7500 2 10854 18759 0.579 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.7500 1 5962 15769 0.378 1.05 Member Bearing <br /> Compression Checks <br /> Leg Design Data (Compression) <br /> Section Elevation Size L L KI/r A P �P Ratio <br /> No. P. <br /> ft ft ft in2 lb lb OP. <br /> Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 -14574 53866 0.271 <br /> K=1.00 <br /> T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 -62598 96872 0.6461 <br /> K=1.00 <br /> T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 -124606 157400 0.7921 <br /> K=1.00 <br /> T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 -194337 330771 0.5881 <br /> K=1.00 <br /> T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 -217173 330771 0.6571 <br /> K=1.00 <br />