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tnxTower Job Page <br /> 816298 Zephyrhilis 10 of 11 <br /> SSOE Inc. Project Date <br /> 100/MadisonAve. O�2-0�232-00 13 53:51 10/23/12 <br /> Toledo,OHa3604 Client Designed by <br /> Phone. (9!9)255-3830 C(�� <br /> FAh: (4/9)255-6101 81352 <br /> Section Elevation Component Sire Critica! P oPq��o„ % Pass <br /> No. f Type Element K K Capacitv Fail <br /> — -------- Bracmg �_-- ----- -- ----- <br /> T15 96-72 Redund Hip 2 2L3� I/2xl/4x3/8 554 -020 13.28 S.5 Pass <br /> Bracing <br /> T16 72-52 Redund Hip 2 2L3x2 1/2xl/4x3/8 627 -0 14 11 19 12 Pass <br /> Bracing <br /> T17 52-32 Redund Hip 2 2L3x2 1/2x1/4x3/8 708 -0 15 9 80 I.5 Pass <br /> Bracing <br /> T18 32-0 Redund H�p 2 2L2 U2x2xl/4x3/8 854 -0.39 U 56 22 Pass <br /> Bracing <br /> T18 32-0 Redund Hip 3 2L3x2 1/2xl/4x3/8 826 -023 14 00 1 6 Pass <br /> Bracing <br /> T12 171 -146 RedundHipDiagonal 2L31/2x31/2xl/4x3/8 372 -025 1701 1.5 Pass <br /> Bracing <br /> T13 146-122 RedundHipDiago�al 2L31/2x31/2x1/4x3/8 417 -0.59 3418 17 Pass <br /> Bracing <br /> Tl4 122-96 Redund Hip Diagonal 2L2 1/2x2x1/4x3/8 486 -0 53 920 5 g Pass <br /> Bracing <br /> T15 96-72 Redund Hip Diagona] 2L2 1/2�x1/4x3/8 555 -0 49 8 41 5 g Pass <br /> Bracmg <br /> T16 72-52 Redund Hip Diagonal 2L2 1/2x2x1/4x3/8 629 -0 I4 3Sl �9 Pass <br /> Bracing <br /> T17 52-32 Redund Hip Diagonal 2L2 1/2�x1/4�c3/8 710 -0 14 3 10 4 4 Pass <br /> Bracing <br /> Tl8 32-0 RedundHipDiagonal 2L21/2x2x1/4x3/8 800 -114 ]449 79 Pass <br /> Bracing <br /> T 18 32-0 Redund Sub Horz 2LSx5x3/8x3/8 797 -43 15 108 54 39 S Pass <br /> Bracing <br /> T18 32-0 Redund Sub 2LS�c3 U2x5/16x3/8 805 -59 36 100 13 59.3 Pass <br /> Diagonal Bracing <br /> T 1 288-279 [nner Bracing L3x3x1/4 13 -0 00 7 92 G.2 Pass <br /> T2 279-272 Inner Bracing L3x3x1/4 42 -0 00 6 33 d 2 Pass <br /> T3 272-259 Inner Bracmg L3�c3x1/4 79 -0 00 5 40 Q 3 Pass <br /> T4 259-247 Inner Bracing L3�c3x1/4 I I6 -0 00 4 14 6 3 Pass <br /> TS 247-237 Inner Bracing L3�xl/4 137 -0 00 3.33 03 Pass <br /> T6 237-232 Inner Bracing L3x3xl/4 158 -0 00 2.83 0 4 Pass <br /> T7 232-222 Inner Bracmg L4x4x1/4 195 -0 O1 636 0 4 Pass <br /> T8 222-210 Inner Bracing L4x4xl/4 232 -0 Ol 5 50 0 4 Pass <br /> T9 210-195 Inner Bracing L2�c3x1/4 267 -0 03 1 72 1.5 Pass <br /> T l0 195-183 Inner Bracmg L7x4x3/8 306 -0 Ol 9 75 0 7 Pass <br /> T 11 183-]71 Inner Bracing L3 1/2x2 1/2xl/4 339 -0 04 2 35 1 7 Pass <br /> T12 171 -146 [nner Bracing L3x3xl/4 384 -0 08 2.45 3 4 Pass <br /> T 13 146-122 Inner Bracing LSx3x1/4 453 -0 13 324 3 9 Pass <br /> T l4 122-96 Inner Bracing L3 1/2x3 1/2x]/4 522 -0 13 2 51 52 Pass <br /> T15 96-72 [nnerBracing 2L2�I/2x1/4x3/8 591 -O 15 l 88 7.8 Pass <br /> T16 72-52 InnerBracing 2L21/2� 1/2xl/4x3/8 671 -013 2.98 43 Pass <br /> T17 52-32 InnerBracing 2L21/2x3x1/4x3/8 749 -014 276 51 Pass <br /> T 18 32-0 [nner Bracing 2L4x3x5/16x3/8 866 -0 03 5.52 1 1 Pass <br /> Summary <br /> Leg(T18) 61 8 Pass <br /> Diagonal 6:S 4 Pass <br /> (T12) <br /> Horizontal 72 0 Pass <br /> (T17) <br /> Top Girt 0 5 Pass <br /> (T1) <br /> Redund 33 9 Pass <br /> Horz I <br /> Bracmg <br /> (T14) <br /> Redund 51 2 Pass <br /> Horz 2 <br />