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tnxTower Job Page <br /> 816298 Zephyrhills 7 of 11 <br /> SSOE Inc. Project Date <br /> 1001 MadisonAve. O�2-O'IZ32-OO 13'S3 51 10/23/12 <br /> Toledo,OH�3604 Client Designed by <br /> Phone. (419)255-3830 <br /> Fax. �aiv�zss-6�oi CCI 81352 <br /> Section Elevation Component Bolt Bolt Si�e Number Maxtmum Allowable Ratio Allowable Criteria <br /> No Type Grade Of Load per Load Load Ratio <br /> jt in Bolts Bolt K Allowable <br /> K <br /> Horizontal A325N� 0 75 3 10 90 2� �g 0.515 � � Member Block <br /> Shear <br /> T18 32 Leg A325N 1 00 20 39 34 63 62 p 61 g �/► 1 Bolt DS <br /> Diagonal A325N 0 88 5 16 76 48 71 0.344 � � Bolt Shear <br /> Horizonral A325N 0 75 4 17 02 35 78 0 476 I � Bolt Shear <br /> Section Ca c Table <br /> Section Elevation Component Size Critical P aPorra� � Pass <br /> No f� Type Element K K Capaciry Fail <br /> T 1 288-279 Leg � LSxSxI/2 4 -0 39 87 75 0 4 Pass <br /> T2 279-272 Leg LSx5x1/2 25 -1 45 124 74 1.2 Pass <br /> T3 272-259 Leg LSx5x1/2 46 -3 48 134.35 2.6 Pass <br /> T4 259-247 Leg LSxSxI/2 83 -8 64 143 90 6 0 Pass <br /> TS 247-237 Leg L8x8x5/8 l20 -15 46 282.60 5.5 Pass <br /> 10 8 ib) <br /> T6 237-232 Leg L8x8x5/8 141 -22 12 388 82 5 7 Pass <br /> T7 232-222 Leg L8x8x5/8 162 -26.34 388 82 6 8 Pass <br /> T8 222-210 Leg L8x8x5/8 199 -35.54 371 04 9 6 Pass <br /> l6 1 Ib) <br /> T9 210-195 Leg L8x8x5/8 235 -50 04 340 41 14� Pass <br /> T10 195-i 83 Leg L8x8xl 1/8 271 -73 67 64224 11.5 Pass <br /> 25 0�b) <br /> Ti l I83-17I Leg L8xSx1 I/8 308 -94 95 64224 ]4 8 Pass <br /> T12 171-146 Leg L8x8xl 1/8 347 -11950 38000 314 Pass <br /> T13 146-122 Leg L8x8x3/4 2PLO.SxB 392 -169 39 788.33 21.5 Pass <br /> 44 4(b) <br /> T 14 122-96 Leg L8x8�c3/4 2PLO.Sx8 461 -221 56 774 14 28 6 Pass <br /> 43.5(b) <br /> T15 96-72 Leg L8x8x1 2PL0 75x8 530 -281 89 806 79 34 9 Pass <br /> 44 3(b) <br /> T16 72-52 Leg L8x8xl 2PL0 625x8 599 -34037 1046 93 32.5 Pass <br /> 53 5(b) <br /> T 17 52-32 Leg L8x8xl 2PL0 75x8 680 -392.33 I 132 32 34 6 Pass <br /> 61.5(b) <br /> T18 32-0 Leg L8x8x1 2PL0.875x8 761 -394 85 1181 17 33 4 Pass <br /> 61 8(b) <br /> T 1 288-279 Diagonal 2L2 I/2x2x1/4ac3/8 18 -0 61 24 08 2.5 Pass <br /> T2 279-272 Diagonal 2L2 1/2x2x1/4�c3/8 33 -1 54 29 13 5 3 Pass <br /> T3 272-259 Diagonal 2L2 1/2x2 1/2x1/4x3/8 62 -3.50 23 40 14 9 Pass <br /> T4 259-247 Diagonal 2L2x2 1/2xl/4x3/8 99 -4 69 2329 20 1 Pass <br /> TS 247-237 Diagonal 2L3x2 1/2x1/4�/8 128 -525 28 62 18 3 Pass <br /> T6 237-232 Diagonal 2L3 U2� I/2xS/16x3/8 149 -4 71 62 90 7.5 Pass <br /> T7 232-222 Diagonal 2L2 1/2x3x5/16x3/8 178 -7 73 54.26 142 Pass <br /> T8 222-210 Diagonal 2L21/2x31/2xl/4x3/8 215 -11.51 4367 264 Pass <br /> T9 210-195 Diagona] 2L21/2x31/2xU4x3/8 245 -1675 32.93 509 Pass <br /> T10 195-183 Diagonal 2L31/2x4x1/4x3/8 285 -18.35 6606 278 Pass <br /> Tl I 183-171 Diagonal 2L3x3 1/2xl/4x3/8 322 -21 83 4409 49.5 Pass <br /> T12 171 -146 Diagonal 2L3 1/2x5x3/8x3/8 359 -37 14 58 62 63 4 Pass <br /> T13 146-122 Diagonal 2L31/2x5x3/8!c3/8 410 -3907 I0121 38.6 Pass <br /> T 14 122-96 Diagonal 2L3 1/2x5x5/16x3/8 479 -44.33 7728 57 4 Pass <br /> T15 96-72 Diagonal 2L3 U2x5x5/16�/8 548 -46 79 80 34 582 Pass <br /> T16 72-52 Diagonal 2L3 I/2x4x5/]6ac3/8 620 -44 37 78 49 56.5 Pass <br /> T17 52-32 Diagonal 2L3 1/2a4x5/16�/8 701 -45 96 76 07 60 4 Pass <br /> Tl 8 32-0 D�agonal 2LSx5x3/8x3/8 790 -8234 167.68 49 I Pass <br />