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tnxTower J°b Pa9e <br /> 816298 Zephyrhilis 6 of 11 <br /> SSOE Inc. Project Date <br /> loo/Madison Ave. 012-01232-00 13.53'S1 10/23/12 <br /> Toledo,OH43604 Client Designed by <br /> Phone (4/9)255-3830 (�C� <br /> FA.K (4/9)255-610! 81352 <br /> Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Al/owable Criteria <br /> No Tvpe Grade Of Load per Load Load Ratio <br /> �R en Bolts Bolt K Allowable <br /> K <br /> � Diagonal A325N 0 75 2 2 40 z��3 0 087 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 1 61 24 02 0 067 � � Member Block <br /> Shear <br /> T6 237 Diagonal A325N 0 75 2 2 35 35 78 0 066 � � Bolt Shear <br /> Horizontal A325N 0 75 2 1.92 22 66 0 085 � � Member Block <br /> Shear <br /> T7 232 Diagonal A325N 0 75 3 2.30 30 21 0 076 � � Member Block <br /> Shear <br /> Honzontal A325N 0 75 2 2.46 35 78 Q 069 ✓ 1 Bolt Shear <br /> T8 222 Leg A325N 0 75 12 5 77 35 78 0 161 � � Bolt DS <br /> Diagonal A325N 0 75 3 3 63 24�� 0 150 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 3 40 24 02 p�42 !/ 1 Member Block <br /> Shear <br /> T9 210 Diagonal A325N 0 75 3 5 40 24 17 �224 � I Member Block <br /> Shear <br /> Honzontal A325N 0 75 2 4 72 24.02 �197 � I Member Block <br /> Shear <br /> T10 195 Leg A325N 0 88 12 12 16 48 71 0.250 � I Bolt DS <br /> Diagonal A325N 0 75 4 4 37 25 44 ��72 �f I Member Block <br /> Shear <br /> Horizontal A325N 0 75 3 4 14 34 41 0 120 � � Member Block <br /> Shear <br /> T11 183 Diagonal A325N 0 75 4 525 23 92 �220 �/ 1 Member Block <br /> Shear <br /> Horizontal A325N 0 75 3 521 34 41 0 152 � � Member Bfock <br /> Shear <br /> T12 171 Leg A325N 0 88 16 14 82 48 71 0 304 � � Bolt DS <br /> Diagonal A325N 0 75 5 7 43 35 78 �208 � 1 Bolt Shear <br /> Horizonhal A325N 0 75 3 5 99 23.90 Q ZS� � 1 Member Block <br /> �/ Shear <br /> T13 146 Leg A325N 1 00 12 28 23 63 62 0 444 I � Bolt DS <br /> Diagonal A325N 0 75 5 8 Ol 35 78 �224 � I Bolt Shear <br /> Horizonhl A325N 0 75 3 7 09 35 78 ��98 � I Bolt Shear <br /> T14 122 Leg A325N 1 00 16 27 69 63 62 0 435 � � Bolt DS <br /> Diagonal A325N 0 75 5 8 60 30 47 Q ZgZ r 1 Member Block <br /> �/ Shear <br /> Honzontal A325N 0 75 3 8 08 23.90 0 338 I � Member Block <br /> Shear <br /> Tl 5 96 Leg A325N 1 00 20 28 18 63.62 0 443 � � Bolt DS <br /> Diagonal A325N 0 75 5 8 88 30 47 0 291 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 3 9 43 35 78 0.263 � � Bolt Shear <br /> T16 72 Leg A325N 1 00 20 34 03 63.62 0 535 � � Bolt DS <br /> Diagonal A325N 0 75 5 8 51 30 47 p 279 f 1 Member Block <br /> Shear <br /> Norizonla] A325N 0 75 3 10 18 23 90 0 426 1� � Member Block <br /> Shear <br /> T U 52 Leg A325N 1 00 20 39 10 63 62 Q 6�5 �' 1 Boit DS <br /> Diagonal A325N 0 75 3 14 67 34 02 0 431 I � Member Block <br /> Shear <br />