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� �����'� �ob Paine Field (BU 856390) -Seismic Pa9e 14 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)66l-6351 (iCOWtI CiaSt�B I71tWg3Vl� <br /> FAX:(919)661-6350 <br /> Section Elevution Component Bolt Bolt SiZe Number Maximum Allowable Ratio Allowable Criteria <br /> Na Type Grade Of Load per Load Load Ratio <br /> ft in Bolts Bolt 16 Allowable <br /> Ib <br /> TI ]00 Leg A325N 0.7500 12 1716 21856 0.079 1 Bearing <br /> Diagonal A325N 0.6250 1 1200 10934 0110 1 MemberBlock <br /> Shear <br /> Top Girt A325N 0.6250 2 218 12425 0.018 1 Bolt Shear <br /> T2 80 Leg A325N 0.7500 12 3066 32784 0.094 1 Bearing <br /> Diagonal A325N 0.6250 1 1316 12425 0106 1 Bolt Shear <br /> T3 60 Leg A325N 0.7500 12 392] 32784 0.120 1 Bearing <br /> Diagonal A325N 0.6250 1 2222 15750 0.141 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 1222 8128 0.150 1 MemberBlock <br /> Shear <br /> T4 40 Diagonal A325N 0.6250 1 2174 15750 0.138 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 1234 8128 0.152 1 MemberBlock <br /> Shear <br /> TS 30 Leg A325N 0.7500 12 5192 35785 0.145 ] Bolt DS <br /> Diagonal A325N 0.6250 1 2076 15750 0.132 1 MemberBlock <br /> Shear <br /> Horizontal A325N 0.6250 1 1258 14231 0.088 1 MemberBiock <br /> Shear <br /> T6 20 Diagonal A325N 0.6250 1 1623 21000 0.077 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 106] 21000 0.051 1 MemberBlock <br /> Shear <br /> T7 10 Leg A325N 0.6250 20 3797 24851 0.153 1 Bolt DS <br /> Diagonal A325N 0.6250 1 1462 21000 0.070 1 Member Block <br /> Shear <br /> Horizontal A325N 0.6250 1 1029 21000 0.049 1 Member Block <br /> Shear <br /> Com ression:Checks <br /> Le Desi n Data Com ression <br /> Section Elevation Size L L„ Kl/r A P„ �P„ Ratio <br /> No. pu <br /> ft ft ft in2 lb lb pn <br /> T1 100-80 BP 8x0.25 20.02 6.67 84.9 2.0000 -10297 49851 0.207' <br /> K=1.00 <br /> T2 80-60 BP 9x0.375 20.03 6.68 72.3 3.3750 -18398 103669 0.177� <br /> K=1,00 <br /> T3 60-40 BP 9x0.375 20.02 5.01 54.2 3.3750 -23529 12252] 0.192� <br /> K=1.00 <br /> T4 40-30 BP IOx0.5 lOAI 5.01 48.6 5.0000 -2Z374 189258 0.145` <br /> K=1.00 <br /> TS 30-20 BP I Ox0.5 10.01 5.01 48.6 5.0000 -31152 189258 0.165' <br /> K=1.00 <br /> T6 20-10 BP lOx0.5 ]0.02 5.01 48.7 5.0000 -34836 189210 0.184' <br /> K=1.00 <br /> T7 ]0-0 BP l Ox0.5 10.02 5.01 48.7 5.0000 -37973 189210 0.201 � <br /> K=1.00 <br />