C-Concepts, inc.

ERITowerJobFree-Standing Tower DemoPage77 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 byhornSectionNo.ElevationftComponentTypeBoltGradeBolt SizeinNumberOfBoltsMaximumLoadKAllowableLoadKT1 300 - 280 Leg A325N 0.7500 4 0.15 19.44Diagonal A325N 0.6250 1 1.40 6.44Top Girt A325N 0.6250 1 0.24 6.44T2 280 - 260 Leg A325N 0.7500 4 1.90 19.44Diagonal A325N 0.6250 1 1.97 6.44T3 260 - 240 Leg A325N 0.7500 4 4.13 19.44Diagonal A325N 0.6250 1 2.86 6.44T4 240 - 220 Leg A325N 0.7500 4 7.08 19.44Diagonal A325N 0.6250 1 4.08 12.89Horizontal A325N 0.6250 1 0.22 6.44T5 220 - 200 Leg A325N 0.7500 4 10.41 19.44Diagonal A325N 0.6250 1 4.48 12.89Horizontal A325N 0.6250 1 0.31 6.44T6 200 - 180 Leg A325N 0.7500 4 13.82 19.44Diagonal A325N 0.6250 2 2.48 12.89Horizontal A325N 0.6250 1 0.27 6.44T7 180 - 160 Leg A325N 0.7500 4 17.29 19.44Diagonal A325N 0.6250 2 2.73 12.89Horizontal A325N 0.6250 1 0.27 6.44T8 160 - 140 Leg A325N 0.7500 6 13.86 19.44Diagonal A325N 0.6250 2 3.07 12.89Horizontal A325N 0.6250 1 0.38 6.44T9 140 - 120 Leg A325N 0.7500 6 16.77 19.44Diagonal A325N 0.6250 2 4.19 12.89Horizontal A325N 0.6250 1 0.65 12.89T10 120 - 100 Leg A325N 0.7500 6 19.25 19.44Diagonal A325N 0.6250 2 4.36 12.89Horizontal A325N 0.6250 1 0.67 12.89T11 100 - 80 Leg A325N 1.0000 8 16.21 34.56Diagonal A325N 0.6250 2 4.72 12.89Horizontal A325N 0.6250 1 0.68 12.89T12 80 - 60 Leg A325N 1.0000 8 18.07 34.56Diagonal A325N 0.6250 2 4.84 12.89Horizontal A325N 0.6250 1 0.62 12.89T13 60 - 40 Leg A325N 1.0000 8 19.83 34.56Diagonal A325N 0.6250 2 5.24 12.89Horizontal A325N 0.6250 1 0.62 12.89T14 40 - 20 Leg A325N 1.0000 8 21.63 34.56Diagonal A325N 0.6250 2 5.35 12.89Horizontal A325N 0.6250 1 0.58 12.89RatioLoadAllowable0.0080.2170.0370.0980.3060.2120.4430.3640.3160.0340.5360.3480.0490.7110.1930.0420.8900.2120.0430.7130.2380.0590.8630.3250.0500.9900.3390.0520.4690.3660.0530.5230.3750.0480.5740.4070.0480.6260.4160.045AllowableRatioCriteria1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear1.333 Bolt Tension1.333 Bolt Shear1.333 Bolt Shear