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Job Page <br /> tnxTower Paine Field (BU 856390) 20 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.851100 08:36:09 05/10/23 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 Anwar Ibrahim <br /> Critical Deflections and Radius of Curvature Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in 0 ft <br /> 98' NNH4.65C-R6 10 3.493 0.3023 0.0759 74652 <br /> 90' CCISeismic Tower Section 1 10 2.979 0.2868 0.0742 37326 <br /> 89' CCISeismic(8)andrew 10 2.916 0.2848 0.0740 33933 <br /> LDF5-50A(7/8")From 0 to 98(8011 <br /> to98ft) <br /> 87' DB495-A 10 2.791 0.2807 0.0735 28712 <br /> 70' CCISeismic Tower Section 2 10 1.816 0.2393 0.0696 16662 <br /> 61' (2)18'x 2"horizontal mount pipe 19 1.381 0.2108 0.0646 15335 <br /> 50' CCISeismic Tower Section 3 19 0.936 0.1695 0.0526 16965 <br /> 35' CCISeismic Tower Section 4 19 0.463 0.1187 0.0330 18548 <br /> 25' CCISeismic Tower Section 5 19 0.228 0.0888 0.0213 14829 <br /> 15' CCISeismic Tower Section 6 18 0.074 0.0545 0.0117 12950 <br /> 5' CCISeismic Tower Section 7 18 0.010 0.0184 0.0040 26330 <br /> Bolt Design Data <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 /> K K <br /> Tl 100 Leg A325N 0.7500 12 3.03 22.83 0.133 1.05 Bearing <br /> Diagonal A325N 0.6250 1 2.73 9.79 0.279 1.05 Member Bearing <br /> Top Girt A325N 0.6250 2 0.12 13.81 0.008 1.05 Bolt Shear <br /> T2 80 Leg A325N 0.7500 12 6.08 34.25 0.178 1.05 Bearing <br /> Diagonal A325N 0.6250 1 3.11 11.70 0.266 1.05 Gusset Bearing <br /> T3 60 Leg A325N 0.7500 12 8.12 34.25 0.237 1.05 Bearing <br /> Diagonal A325N 0.6250 1 5.94 15.75 0.377 1.05 Member Block <br /> Shear <br /> T4 40 Diagonal A325N 0.6250 1 6.30 15.75 0.400 1.05 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 3.33 8.13 0.409 1.05 Member Block <br /> Shear <br /> Redund Horz I A325N 0.5000 1 1.00 4.40 0.228 1.05 Member Block <br /> Bracing Shear <br /> Redund Diag 1 A325N 0.5000 1 0.96 5.08 0.189 1.05 Member Block <br /> Bracing Shear <br /> T5 30 Leg A325N 0.7500 12 11.25 39.76 0.283 1.05 Bolt DS <br /> Diagonal A325N 0.6250 1 6.51 15.75 0.414 1.05 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 3.55 14.23 0.249 1.05 Member Block <br /> Shear <br /> Redund Horz 1 A325N 0.5000 1 1.17 4.40 0.266 1.05 Member Block <br /> Bracing Shear <br /> Redund Diag 1 A325N 0.5000 1 1.07 5.08 0.211 1.05 Member Block <br /> Bracing Shear <br /> T6 20 Diagonal A325N 0.6250 1 5.84 17.55 0.333 1.05 Gusset Bearing <br /> Horizontal A325N 0.6250 1 3.30 17.55 0.188 1.05 Gusset Bearing <br /> Redund Horz 1 A325N 0.5000 1 1.34 4.40 0.304 1.05 Member Block <br /> Bracing Shear <br /> Redund Diag 1 A325N 0.5000 1 1.17 5.08 0.230 1.05 Member Block <br /> Bracing Shear <br />