C-Concepts, inc.

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ERITowerJobFree-Standing Tower DemoPage72 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.ElevationftSizeLftL uftKl/rK=0.86T13 60 - 40 2L3x3x3/16x3/8 15'6'' 15'6'' 168.0K=0.85T14 40 - 20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 157.9K=0.87T15 20 - 0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 164.7K=0.85F aksiAin 2ActualPKAllow.P aKRatioPP a5.290 2.1800 -0.02 11.53 0.0025.988 3.3800 -0.02 20.24 0.0015.506 3.3800 -0.03 18.61 0.001Tension ChecksLeg Design Data (Tension):SectionNo.ElevationftSizeLftT1 300 - 280 2 1/4 20'1/8'' 6'8- 142.3 30.000 3.9761 4.94 119.28 0.0411/32''T2 280 - 260 2 3/4 20'3/8'' 6'8- 116.6 30.000 5.9396 13.27 178.19 0.0745/32''T3 260 - 240 3 20'3/8'' 6'8- 106.8 30.000 7.0686 23.03 212.06 0.1095/32''T4 240 - 220 3 20'3/8'' 5'1/8'' 80.1 30.000 7.0686 34.79 212.06 0.164T5 220 - 200 3 1/4 20'3/8'' 5'1/8'' 74.0 30.000 8.2958 48.25 248.87 0.194T6 200 - 180 3 1/4 20'3/8'' 5'1/8'' 74.0 30.000 8.2958 62.09 248.87 0.249T7 180 - 160 3 1/2 20'3/8'' 5'1/8'' 68.7 30.000 9.6211 76.06 288.63 0.264T8 160 - 140 3 3/4 20'3/8'' 5'1/8'' 64.1 30.000 11.0447 90.01 331.34 0.272T9 140 - 120 3 3/4 20'3/8'' 5'1/8'' 64.1 30.000 11.0447 100.54 331.34 0.303T10 120 - 100 4 20'3/8'' 5'1/8'' 60.1 30.000 12.5664 115.37 376.99 0.306T11 100 - 80 4 20'3/8'' 5'1/8'' 60.1 30.000 12.5664 129.56 376.99 0.344T12 80 - 60 4 1/4 20'3/8'' 5'1/8'' 56.6 30.000 14.1863 144.44 425.59 0.339T13 60 - 40 4 1/4 20'3/8'' 5'1/8'' 56.6 30.000 14.1863 158.55 425.59 0.373T14 40 - 20 4 1/2 20'3/8'' 5'1/8'' 53.4 30.000 15.9043 172.91 477.13 0.362T15 20 - 0 4 1/2 20'3/8'' 5'1/8'' 53.4 30.000 15.9043 186.04 477.13 0.390L uftKl/rF aksiAin 2ActualPKAllow.P aKRatioPP aLeg Bending Design Data (Tension):SectionNo.ElevationftSizeActualM xkip-ftT1 300 - 280 2 1/4 0.14 1.539 37.500 0.041 0.00 0.000 37.500 0.000T2 280 - 260 2 3/4 0.18 1.071 37.500 0.029 0.00 0.000 37.500 0.000T3 260 - 240 3 0.57 2.602 37.500 0.069 0.00 0.000 37.500 0.000T4 240 - 220 3 0.15 0.675 37.500 0.018 0.00 0.000 37.500 0.000T5 220 - 200 3 1/4 0.21 0.761 37.500 0.020 0.00 0.000 37.500 0.000T6 200 - 180 3 1/4 0.24 0.841 37.500 0.022 0.00 0.000 37.500 0.000T7 180 - 160 3 1/2 0.26 0.755 37.500 0.020 0.00 0.000 37.500 0.000T8 160 - 140 3 3/4 0.40 0.928 37.500 0.025 0.00 0.000 37.500 0.000T9 140 - 120 3 3/4 0.73 1.687 37.500 0.045 0.00 0.000 37.500 0.000T10 120 - 100 4 0.91 1.737 37.500 0.046 0.00 0.000 37.500 0.000T11 100 - 80 4 0.94 1.796 37.500 0.048 0.00 0.000 37.500 0.000T12 80 - 60 4 1/4 1.09 1.728 37.500 0.046 0.00 0.000 37.500 0.000T13 60 - 40 4 1/4 1.04 1.652 37.500 0.044 0.00 0.000 37.500 0.000Actualf bxksiAllow.F bxksiRatiof bxF bxActualM ykip-ftActualf byksiAllow.F byksiRatiof byF by
ERITowerJobFree-Standing Tower DemoPage73 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.ElevationftSizeActualM xkip-ftT14 40 - 20 4 1/2 1.19 1.594 37.500 0.043 0.00 0.000 37.500 0.000T15 20 - 0 4 1/2 1.22 1.636 37.500 0.044 0.00 0.000 37.500 0.000Actualf bxksiAllow.F bxksiRatiof bxF bxActualM ykip-ftActualf byksiAllow.F byksiRatiof byF byLeg Interaction Design Data (Tension):SectionNo.ElevationftSizeRatioPP aRatiof bxF bxRatiof byT1 300 - 280 2 1/4 0.041 0.041 0.000T2 280 - 260 2 3/4 0.074 0.029 0.000T3 260 - 240 3 0.109 0.069 0.000T4 240 - 220 3 0.164 0.018 0.000T5 220 - 200 3 1/4 0.194 0.020 0.000T6 200 - 180 3 1/4 0.249 0.022 0.000T7 180 - 160 3 1/2 0.264 0.020 0.000T8 160 - 140 3 3/4 0.272 0.025 0.000T9 140 - 120 3 3/4 0.303 0.045 0.000T10 120 - 100 4 0.306 0.046 0.000T11 100 - 80 4 0.344 0.048 0.000T12 80 - 60 4 1/4 0.339 0.046 0.000T13 60 - 40 4 1/4 0.373 0.044 0.000T14 40 - 20 4 1/2 0.362 0.043 0.000T15 20 - 0 4 1/2 0.390 0.044 0.000F byComb.StressRatio0.0820.1030.1780.1820.2140.2720.2840.2960.3480.3520.3920.3850.4170.4050.434Allow.StressRatio1.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.333CriteriaH2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1H2-1Diagonal Design Data (Tension):SectionNo.ElevationftSizeLftL uftKl/r F aksiAin 2ActualPKAllow.P aKRatioPP aT1 300 - 280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 79.3 29.000 0.5798 1.38 16.81 0.082T2 280 - 260 L3x3x3/16 11'8-7/8''T3 260 - 240 L3x3x3/16 13'5-9/32''T4 240 - 220 2L2 1/2x2 1/2x3/16x3/8 8'7-3/16''T5 220 - 200 2L2 1/2x2 1/2x3/16x3/8 9'5-9/32''T6 200 - 180 2L2 1/2x2 1/2x3/16x3/8 10'3-19/32''T7 180 - 160 2L2 1/2x2 1/2x3/16x3/8 10'8-7/8''T8 160 - 140 2L3x3x3/16x3/8 11'7-9/16''5'9-19/32''6'7-9/16''8'2-5/32''75.9 29.000 0.7208 1.94 20.90 0.09386.5 29.000 0.7208 2.85 20.90 0.136130.3 29.000 1.1566 3.96 33.54 0.1189' 143.1 29.000 1.1566 4.35 33.54 0.1309'8-17/32''10'1-13/16''156.4 29.000 1.1566 4.80 33.54 0.143163.1 29.000 1.1566 5.31 33.54 0.15811'3/8'' 146.4 29.000 1.4416 5.98 41.81 0.143
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T2T1SR 2 3/4 SR 2 1/4AL3x3x3/16AN.A
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Leg CapacityTIA/EIA-222-F - 70 mph/
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ERITowerJobFree-Standing Tower Demo
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