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tnxTower J�b Pa9e <br /> 816298 Zephyrhills 7 of 47 <br /> SSOE Inc. Project Date <br /> 1001 Madison Ati�e. O�Z-O�232-00 16:27.34 07/13/12 <br /> Toledo,OH 43604 Client Designed by <br /> Phone (419)255-3830 <br /> FAX. (419)255-6101 CCI 81352 <br /> Tower Redundant Redundant Redundant K Factor <br /> Elevation Bracing Tvpe Size <br /> Grade <br /> ft <br /> Sub-Horizontal Double Angle 2LSx5x3/8x3/8 1 <br /> Hip(t) DoubleAngle 2L3x2 U2xl/4x3/S I <br /> HiP(2) 2L2 I/2aQxl/4x3/8 <br /> Hip(3) 2L3x2 I/Zxl/4x3/8 <br /> r. �� HipDiagona] _ ._ ` _v 2L21/2x2x1/4x3/8 . V° I- - <br /> Tower Section Geomet (cont'd) <br /> Tower � Gusset Gusset Gusset Grade Adjust.Factor Adjust.�� Weight Mult� Double Angle Double Angle <br /> Elevation Area Thickness A� Factor Stitch Bolt Stitch Bolt <br /> (per facel A, Spacing Spacing <br /> �t ft' tn Diagonals Horizontals <br /> in in <br /> Tl 0.00 0.00 A36 I I 1.05 24.00 24.00 <br /> 288.00-279.00 (36 ksi) <br /> T2 0.00 0.00 A36 I I 1.05 24.00 24.00 <br /> 279.00-272.00 (36 ksi) <br /> T3 0.00 0.00 A36 1 1 (.OS 24.00 24.00 <br /> 272.00-259 00 (36 ksi) <br /> T4 0.00 0.00 A36 I 1 1.05 24.00 24.00 <br /> 259.00-247.00 (36 ksi) <br /> TS 100 I.00 A36 I 1 1.05 24.00 24.00 <br /> 247 00-237.00 (36 ksi) <br /> T6 0 00 0.00 A36 I I I.OS 24.00 24.00 <br /> 237 00-232.00 (36 ksi) <br /> T7 0 00 0.00 A36 I I I.OS 24.00 24 00 <br /> 232.00-222.00 (36 ksi) <br /> T8 I.00 I.00 A36 I I 1.05 24.00 24.00 <br /> 222.00-210.00 (36 ksi) <br /> T9 0.00 0.00 A36 I 1 1.05 24.00 24.00 <br /> 210.00-195.00 (36 ksi) <br /> T10 1.56 I.00 A36 I 1 LOS 24.00 24.00 <br /> 195.00-183 00 (36 ksi) <br /> T i l 0 00 0.00 A36 I I I.OS 24.00 24.00 <br /> 183.00-171.00 (36 ksi) <br /> T12 2.00 I.00 A36 l I I.OS 24.00 24.00 <br /> 171.00-146.00 (36 ksi) <br /> T13 1.59 I.00 A36 I I 1.05 24.00 2400 <br /> 146.00-122.00 (36 ksi) <br /> T14 2.06 L00 A36 1 I I.OS 24.00 24.00 <br /> I22.00-96 00 (36 ksi) <br /> T15 2.50 1.00 A36 1 I 1 p5 24.00 24.00 <br /> 96.00-72.00 (36 ksi) <br /> T I 6 2.50 l.00 A36 I 1 1.05 24.00 24.00 <br /> 72.00-52.00 (36 ksi) <br /> T17 2.50 I.00 A36 I I I.OS 24.00 2400 <br /> 52.00-32.00 (36 ksi) <br /> 'f I 8 32.00-0.00 2.50 I.00 A36 1 1 1.05 24.00 24.00 <br /> (36 ksi) <br /> Tower Section Geomet cont'd <br /> K Factors' <br />