C-Concepts, inc.

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ERITowerJobFree-Standing Tower DemoPage6 of 80C-Concepts, inc.12612 W. Mill RoadMenomonee Falls, WI 53051Phone: (262) 252-3173FAX: (262) 252-3134ProjectClientExampleC-Concepts, Inc.Date18:26:48 01/28/03Designed byhornTowerElevationftT13 60'-40'T14 40'-20'T15 20'-0'RedundantBracingGradeA36(36 ksi)A36(36 ksi)A36(36 ksi)HorizontalDiagonalSub-HorizontalVerticalHipHorizontalDiagonalSub-HorizontalVerticalHipHorizontalDiagonalSub-HorizontalVerticalHipRedundantTypeSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleSingle AngleRedundantSizeL2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16K Factor111111111111111Tower Section Geometry (cont’d)TowerElevationGussetArea(per face)GussetThicknessftft 2inT1 300'-280' 2.00 0.5000 A36(36 ksi)T2 280'-260' 2.00 0.5000 A36(36 ksi)T3 260'-240' 2.00 0.5000 A36(36 ksi)T4 240'-220' 2.00 0.5000 A36(36 ksi)T5 220'-200' 3.00 0.5000 A36(36 ksi)T6 200'-180' 3.00 0.5000 A36(36 ksi)T7 180'-160' 3.00 0.5000 A36(36 ksi)T8 160'-140' 3.00 0.5000 A36(36 ksi)T9 140'-120' 4.00 0.5000 A36(36 ksi)T10 120'-100' 4.00 0.5000 A36(36 ksi)T11 100'-80' 4.00 0.5000 A36(36 ksi)T12 80'-60' 4.00 0.5000 A36(36 ksi)T13 60'-40' 6.00 0.5000 A36(36 ksi)T14 40'-20' 6.00 0.5000 A36(36 ksi)T15 20'-0' 6.00 0.5000 A36(36 ksi)Gusset Grade Adjust. FactorA fAdjust.FactorA rWeight Mult. Double AngleStitch BoltSpacingDiagonalsinDouble AngleStitch BoltSpacingHorizontalsin1 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.00001 1 1.05 36.0000 36.0000Tower Section Geometry (cont’d)
ERITowerJobFree-Standing Tower DemoPage7 of 80C-Concepts, inc.12612 W. Mill RoadMenomonee Falls, WI 53051Phone: (262) 252-3173FAX: (262) 252-3134ProjectClientExampleC-Concepts, Inc.Date18:26:48 01/28/03Designed byhornK Factors 1TowerElevationCalcKSingleAnglesCalcKSolidRoundsLegs XBraceDiagsXKBraceDiagsXSingleDiagsXGirtsXHoriz.XInnerBraceXTrussLegXBraceTrussLegZBraceftY Y Y Y Y YT1 300'-280' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T2 280'-260' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T3 260'-240' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T4 240'-220' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T5 220'-200' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T6 200'-180' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T7 180'-160' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T8 160'-140' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T9 140'-120' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T10 120'-100' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T11 100'-80' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T12 80'-60' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T13 60'-40' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T14 40'-20' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 1T15 20'-0' Yes No 1 1 1 1 1 1 1 0.5 0.851 1 1 1 1 11 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-planedirection applied to the overall length.Tower Section Geometry (cont’d)TowerElevationftNet WidthDeductinLeg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short HorizontalUNet WidthDeductinUNet WidthDeductinUNetWidthDeductinUNetWidthDeductinUNetWidthDeductinUNetWidthDeductinT1 300'-280' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T2 280'-260' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T3 260'-240' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T4 240'-220' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T5 220'-200' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T6 200'-180' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T7 180'-160' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T8 160'-140' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T9 140'-120' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T10 120'-100' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1U
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