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Job Page <br /> � / � '�� Paine Field (BU 856390) -Seismic 3 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.t34464 11:57:46 09/29/17 <br /> 326 Tryon Roacl <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 �'ifOWll C,3St�@ rptWgaVl� <br /> FAX:(919)661-6350 <br /> Tower Section Geometr cont'd <br /> Tower Leg Leg Leg Diagonal Uiaganal Diagonul <br /> Elevution Type Size Grude Type Size Grude <br /> t <br /> TI 100.00-80.00 60 Bent Plate BP 8x0.25 A572-50 Equal Angle L3x3x3/16 A36 <br /> (50 ksi) (36 ksi) <br /> T2 80.00-60.00 60 Bent Plate BP 9x0.375 A572-50 Equal Angle L3x3xl/4 A36 <br /> (50 ksi) (36 ksi) <br /> T3 60.00-40.00 60 Bent Plate BP 9x0.375 A572-50 Double Equal 2L2x2x3/16x3/8 A36 <br /> (50 ksi) Angle (36 ksi) <br /> T4 40.00-30.00 60 Bent Plate BP lOx0.5 A572-50 Double Equal 2L2x2x3/16x3/8 A36 <br /> � (50 ksi) Augle � (36 ksi) <br /> TS 30.00-20.00 60 Bent Plate BP lOx0.5 A572-50 Double Equal 2L2x2x3/16x3/8 A36 <br /> � � � � (50 ksi) Angle (36 ksi) <br /> T6 20.00-10.00 60 Bent Plate BP lOx0.5 A572-50 Double Equal 2L2x2x1/4x3/8. A36 <br /> (50 ksi) Angle (36 ksi) <br /> T7]0.00-0.00 60 Bent Plate BP lOx0.5 A572-50 Double Fyual 2L2x2x1/4x3/8 A36 <br /> (50 ksi An le (36 ksi <br /> Tower Sec#ion G�eometr cont'd <br /> Tawer Top Girt Top Girt Top Girt Bottotn Girt BotCom Girt Bottom Girt <br /> Elevution Type Size Grade Type Size Grude <br /> ��� <br /> T1 100.00-80.00 Single Angle L6x3 1/2x5/16 A36 Equal Angle A36 <br /> 36 ksi 36 ksi <br /> Tower Section Geometr cont'd <br /> Tower Nq. Mid Girt � Mid Girt Mid Girt HoriZontal Horizontal HoriZonlal <br /> Elevntion of Type Size Grade Type Size Grade <br /> Micl <br /> ft Girts <br /> �T3 60.00-40.00 None ��Flat Bar � ��A36� � Double Equal 2L1 3/4x1 3/4xl/8x3/8 A36 � <br /> (36 ksi) Angle (36 ksi) <br /> T4 40.00-30.00 None ' Flat Bar A36 Double Equal 2L1 3/4x1 3/4x1/8x3/8 A36 <br /> (36 ksi) Angle (36 ksi) <br /> TS 30.00-20.00 None Flat Baz A36 Double F,qual 2L2x2x3/16x3/8 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T6 20.00-10.00 None Flat Bar A36 Double Equal 2L2x2xl/4x1/2 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T7 10.00-0.00 None Flat Bar A36 Double Equal 2LZx2x1/4x1/2 A36 <br /> 36 ksi An le 36 ksi <br /> Tower Section Geometr cont'd <br />