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, Job Page <br /> � � � �� Paine Field (BU 856390) 14 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 1127:41 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 CIieM Desi ned b <br /> Phone:(919)661-6351 Crown Castle g y <br /> F.9X:(919)661-6350 f11tW@c'�VI� <br /> Sectio�2 Elevation Hor2. Gov. Tilt Twist <br /> No. Deflection Loud <br /> t in Com�b. ° ° <br /> TS 30-20 0.416 ]0 0.1313 0.0176 <br /> T6 20-10 0.171 10 0.0904 0.0104 <br /> T7 10-0 0.037 11 0.0459 0.0051 <br /> ' Critical Deflections and Radius of +�uruature- Desi n Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Ractius of <br /> Load Curvature <br /> ft Comb. in o ° t <br /> 102.00 (2)SBNHH-ID65C w/Mount Pipe 10 4.614 0.4026 0.0498 50710 <br /> 90.00 DB495-A ]0 3.776 03717 0.0480 25355 <br /> 57.00 (2)18'Horizontal Pi e Face Mount 10 1.513 0.2488 0.0394 12293 <br /> Boit Desi n Data ` <br /> Section Elevution Component Bolt Bolt Size Number Maximum Allowable Rutio Allowuble Criteria <br /> No. Type Grade Of Load per Loud Load Ratio <br /> ft in Bolts Balt lb Allowable <br /> lb <br /> T1 ]00 Leg A325N 0.75Q0 12 4047 21856 0185 1 Bearing <br /> Diagonal A325N 0.6250 1 3263 10934 0.298 1 Member Block <br /> Shear <br /> Top Girt A325N 0.6250 2 568 12425 0.046 1 Bolt Shear <br /> T2 80 Leg A325N 0.7500 12 7792 32784 0.238 1 Bearing <br /> Diagonal A325N 0.6250 1 3788 ]2425 0.305 1 Bolt Shear <br /> T3 60 Leg A325N 0.7500 12 10234 32784 0.312 1 Bearing <br /> Diagonal A325N 0.6250 1 7178 15750 0.456 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 3709 8128 0.456 1 Member Block <br /> Shear <br /> T4 40 Diagonal A325N 0.6250 1 7505 15750 0.477 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 4089 8128 0.503 1 Member Block <br /> Shear <br /> TS 30 Leg A325N 0.7500 12 ]4047 35785 0393 1 BoltDS <br /> Diagonal A325N 0.6250 1 7645 15750 0.485 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 4365 14231 0.307 1 Member Block <br /> Shear <br /> T6 20 Diagonal A325N 0.6250 1 6707 21000 0.319 1 MemberBlock <br /> Shear <br /> Horizontal A325N 0.6250 1 4001 Z1000 0.191 1 MemberBlock <br /> Shear <br /> T7 ]0 Leg A325N 0.6250 20 10642 24851 0.428 1 BoItDS <br /> Diagonal A325N 0.6250 1 6696 21000 0.319 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 4167 21000 0.198 1 Member Block <br /> Shear <br />