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tnxTower Job Page <br /> 816298 Zephyrhills 24 of 47 <br /> SSOE Inc. Project Date <br /> 100!MadisonAve. O�Z-O�232-00 16:27:34 07/13/12 <br /> Toledo,OH43604 Client Designed by <br /> Phane (4!9)255-3830 <br /> FAX (419)255-6101 CCI 81352 <br /> Boit Desi n Data <br /> Section Elevation Component �Bolt Bolt Size Number A Maximum A!(owable Ratio Allowab(e Criteria �._� <br /> No Type Grade Of Load per Load Load Ratio <br /> f/ in Bolts Bolt K Allowable <br /> K <br /> T1 288 Diagonal A325N 0 75 2 03l 35 78 0 009 � � Bolt Shear <br /> Top Girt A325N 0 75 2 0.1 I zz•29 0.005 1/ � Member Block <br /> Shear <br /> T2 279 Diagonal A325N 0 75 2 0.63 26.20 Q 024 ✓ I Member Block <br /> Shear <br /> Horizontal A325N 0.75 2 0 46 22.66 0.021 � � Member Block <br /> Shear <br /> T3 272 Diagonal A325N 0 75 2 I.56 26.20 0.060 � � Member Block <br /> Shear <br /> Horizontal A325N OJS 2 0 73 32.18 0.023 � � Member Block <br /> Shear <br /> T4 259 Diagonal A325N 0.75 2 2.U 23 16 Q 094 ✓ I Member Block <br /> �/ Shear <br /> Horizontal A325N 0 75 2 I 19 22.66 0.052 P � Member Block <br /> Shear <br /> i5 247 Leg A325N 0 75 8 3.86 35 78 � �Qg ✓ 1 Bolt DS <br /> Diagonal A325N 0 75 2 2.40 27 73 ��g� � I Membcr Block <br /> Shcar <br /> Horizontal A32SN 0 75 2 1.61 24.02 0.067 � � Member Block <br /> Shear <br /> T6 237 Diagonal A325N OJS 2 235 35 78 Q 066 � 1 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 3 230 30.21 Q 076 � I Membcr Block <br /> Shear <br /> Horizontal A325N 0 75 2 2.46 35 78 0.069 � � Bolt Shear <br /> T8 222 Leg A325N 0.75 12 5 78 35 78 Q 16� ✓ I Bolt DS <br /> Diagonal A325N 0 75 3 3.62 24�� 0.150 � � Member Block <br /> Shear <br /> Horizontal A325N 0.75 2 3 40 24.02 Q 14� ✓ 1 Member Block <br /> Shear <br /> T9 210 D�agonal A325N 0 75 3 5.67 24 �� 0.235 � i Member Block <br /> Shear <br /> Horizontal A325N 0.75 2 4.85 24.02 �ZQZ ✓ I Mcmber Block <br /> Shear <br /> T10 195 Leg A325N 0.88 12 12.26 48J l p 252 � I Bolt DS <br /> Diagonal A325N OJS 4 4.57 25 44 ��g� ✓ I Member Block <br /> Shear <br /> Horizontal A325N 0 75 3 432 34 41 � �26 � 1 Member Block <br /> Shear <br /> T1 I 183 Diagona] A325N 0 75 4 5.33 23.92 �223 � 1 Mcmber Block <br /> Shear <br /> Horizontal A325N 0 75 3 5.29 34 4l 0 154 � l Member Block <br /> Shear <br /> T12 l71 Leg A325N 0.88 16 IS09 48•�� 0.3I0 � � BoItDS <br /> Diagona] A325N OJS 5 7 40 35 78 �Z�� ✓ I Bo][Shcar <br /> Horizontal A325N 0 75 3 5.96 23 90 0.249 � � Member Block <br /> Shcar <br /> T13 146 Leg A325N I.00 �Z 2g_88 63.62 0.454 � � Bolt DS <br /> Diagonal A325N 0 75 5 7.56 35 78 Q z�� ✓ I Bolt Shcar <br />