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tnxTower Job Page <br /> 816298 Zephyrhills 25 of 47 <br /> SSOE Inc. Project Date <br /> �001 Madison Ave. 012-01232-00 16:27.34 07/13/12 <br /> Toledo,OH 43604 Client Designed by <br /> Phone. (4!9)255-3830 <br /> FAX (4!9)255-6l0! CCI 81352 <br /> Section Elevation Camponent Bolt Bolt Size Number Mcuimum�Allowable�� Ratio Allowable Crrteria <br /> No Type Grade Of Loadper Load Load Ratio <br /> ft in Bolts Bolt K Allowable <br /> K <br /> Horizontal A325N 0 75 3 6.81 35 78 0.190 � l Bolt Shear <br /> T14 l22 Leg A325N 1.00 16 28.1 I 63.62 0 442 � � Bolt DS <br /> Diagonal A325N 0.75 5 7.85 30 47 �258 � I Membcr Block <br /> Shear <br /> Horizontal A325N OJS 3 7.37 23.90 0308 � � Member Block <br /> Shear <br /> TIS 96 Lcg A325N l00 20 28.16 63.62 0.443 � � BoItDS <br /> Diagona] A325N 0 75 5 7.84 30 47 0 257 ✓ I Membcr Block <br /> Shcar <br /> Horizonta] A325N 0.75 3 8.35 35 78 0.233 � � Bolt Shcar <br /> T 16 72 Leg A325N 1 00 20 33 48 63.62 0.526 -� l Bolt DS <br /> Diagonal A325N 0 75 5 738 30.47 �24z Y l Mcmber Block <br /> Shear <br /> Horizontal A325N 0.75 3 8.90 23.90 �372 � I Membcr Block <br /> Shear <br /> TU 52 Leg A325N I.00 20 38.05 63.62 �598 � I Bolt DS <br /> Diagonal A325N 0 75 3 12.58 34.02 �370 � 1 Member Block <br /> Shcar <br /> Horizontal A325N 0.75 3 9 44 Z� �g p,445 � � Member Block <br /> Shcar <br /> T18 32 Lcg A325N 100 20 38.23 63.62 0.601 � � Ba�tDS <br /> Diagonal A325N 0.88 5 14.20 48 71 �292 � l Bolt Shear <br /> Horizontal A325N 0.75 4 14.53 35 78 0 406 � � Bolt Shear <br /> Com ression Checks <br /> Le Desi n Data Com ression <br /> Section Elevation Size L L„ KI/r A P„ �p„ Ratio <br /> No f, <br /> f f f in K K �P,� <br /> T1 288-279 LSx5x1/2 9.04 9.04 I103 4 75 -039 87 75 0.004' <br /> K=1.00 ✓ <br /> T2 279-272 LSxSxI/2 7.03 7.03 85.8 4 75 -I 45 124 74 0.012' <br /> K=I.00 �/ <br /> T3 272-259 LSxSxI/2 13.06 6.53 79 7 4 75 -3 48 134.35 0.026� <br /> K=I.00 �' <br /> T4 259-247 LSx5x1/2 12.05 6.03 73.6 4J5 -8.64 143 90 0 060� <br /> K=1.00 � <br /> i 5 247-237 L8x8x5/8 ]0.04 10.04 763 9.61 -I 5 46 282.60 0.055 ' <br /> K=I.00 �/ <br /> T6 237-232 L8x8x5/8 5.02 5.02 38.1 9.61 -22.12 388.82 0.057' <br /> K=I.00 � <br /> T7 232-222 L8x8x5/8 10.04 5.02 38.1 9.61 -26.34 388.82 0 068' <br /> K=I.00 � <br />