C-Concepts, inc.

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ERITowerJobFree-Standing Tower DemoPage68 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-ftT1 300 - 280 2 1/4 0.15 -1.585 37.500 0.042 0.00 0.000 37.500 0.000T2 280 - 260 2 3/4 0.19 -1.123 37.500 0.030 0.00 0.000 37.500 0.000T3 260 - 240 3 0.54 -2.438 37.500 0.065 0.00 0.000 37.500 0.000T4 240 - 220 3 0.19 -0.857 37.500 0.023 0.00 0.000 37.500 0.000T5 220 - 200 3 1/4 0.26 -0.937 37.500 0.025 0.00 0.000 37.500 0.000T6 200 - 180 3 1/4 0.30 -1.064 37.500 0.028 0.00 0.000 37.500 0.000T7 180 - 160 3 1/2 0.35 -0.985 37.500 0.026 0.00 0.000 37.500 0.000T8 160 - 140 3 3/4 0.62 -1.438 37.500 0.038 0.00 0.000 37.500 0.000T9 140 - 120 3 3/4 0.86 -2.003 37.500 0.053 0.00 0.000 37.500 0.000T10 120 - 100 4 1.15 -2.195 37.500 0.059 0.00 0.000 37.500 0.000T11 100 - 80 4 1.21 -2.315 37.500 0.062 0.00 0.000 37.500 0.000T12 80 - 60 4 1/4 1.38 -2.201 37.500 0.059 0.00 0.000 37.500 0.000T13 60 - 40 4 1/4 1.37 -2.178 37.500 0.058 0.00 0.000 37.500 0.000T14 40 - 20 4 1/2 1.64 -2.204 37.500 0.059 0.00 0.000 37.500 0.000T15 20 - 0 4 1/2 1.64 -2.200 37.500 0.059 0.00 0.000 37.500 0.000Actualf bxksiAllow.F bxksiRatiof bxF bxActualM ykip-ftActualf byksiAllow.F byksiRatiof byF byLeg Interaction Design Data (Compression):SectionNo.ElevationftSizeRatioPP aRatiof bxF bxRatiof byT1 300 - 280 2 1/4 0.224 0.042 0.000T2 280 - 260 2 3/4 0.258 0.030 0.000T3 260 - 240 3 0.317 0.065 0.000T4 240 - 220 3 0.330 0.023 0.000T5 220 - 200 3 1/4 0.368 0.025 0.000T6 200 - 180 3 1/4 0.475 0.028 0.000T7 180 - 160 3 1/2 0.481 0.026 0.000T8 160 - 140 3 3/4 0.484 0.038 0.000T9 140 - 120 3 3/4 0.542 0.053 0.000T10 120 - 100 4 0.532 0.059 0.000T11 100 - 80 4 0.600 0.062 0.000T12 80 - 60 4 1/4 0.584 0.059 0.000T13 60 - 40 4 1/4 0.645 0.058 0.000T14 40 - 20 4 1/2 0.626 0.059 0.000T15 20 - 0 4 1/2 0.678 0.059 0.000F byComb.StressRatio0.2660.2880.3820.3530.3930.5030.5070.5230.5950.5900.6620.6420.7030.6850.736Allow.StressRatio1.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.3331.333CriteriaH1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3Diagonal Design Data (Compression):SectionNo.ElevationftSizeT1 300 - 280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 121.4K=1.00T2 280 - 260 L3x3x3/16 11'8-7/8''LftL uft5'9-19/32''Kl/r117.6K=1.01F aksiAin 2ActualPKAllow.P aKRatioPP a10.077 0.9020 -1.40 9.09 0.15410.539 1.0900 -1.97 11.49 0.171
ERITowerJobFree-Standing Tower DemoPage69 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.ElevationftSizeT3 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 11'2-5/32''T8 160 - 140 2L3x3x3/16x3/8 12'31/32''T9 140 - 120 2L3x3x3/16x3/8 15'7-7/16''T10 120 - 100 2L3x3x3/16x3/8 16'4-13/16''T11 100 - 80 2L3x3x3/16x3/8 17'2-17/32''LftL uft6'7-9/16''8'2-5/32''Kl/r133.5K=1.00126.2K=1.009' 138.9K=1.009'8-17/32''10'7-3/32''11'5-7/8''7'7-3/16''7'11-7/8''8'4-11/16''T12 80 - 60 2L3x3x3/16x3/8 18'3/8'' 8'9-19/32''T13 60 - 40 2L3x3x1/4x3/8 18'10-7/16''T14 40 - 20 2L3x3x1/4x3/8 19'8-3/4''T15 20 - 0 2L3x3x1/4x3/8 20'7-3/32''138.4K=0.92146.7K=0.90136.5K=0.93108.6K=1.12111.0K=1.09113.6K=1.06116.2K=1.039'2-5/8'' 119.5K=1.009'7-13/16''10'31/32''123.5K=0.99127.7K=0.98F aksiAin 2ActualPKAllow.P aKRatioP8.376 1.0900 -2.86 9.13 0.3139.383 1.8000 -4.08 16.89 0.2417.741 1.8000 -4.48 13.93 0.3227.802 1.8000 -4.96 14.04 0.3536.942 1.8000 -5.46 12.50 0.4378.019 2.1800 -6.14 17.48 0.35111.702 2.1800 -8.38 25.51 0.32911.387 2.1800 -8.72 24.82 0.35111.058 2.1800 -9.43 24.11 0.39110.716 2.1800 -9.67 23.36 0.41410.355 2.8800 -10.49 29.82 0.3529.779 2.8800 -10.71 28.16 0.3809.152 2.8800 -11.27 26.36 0.428P aHorizontal Design Data (Compression):SectionNo.ElevationftSizeT4 240 - 220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 157.3K=1.00T5 220 - 200 L2 1/2x2 1/2x3/16 14'6'' 6'11-3/4''LftL uftKl/r169.2K=1.00T6 200 - 180 L3x3x3/16 17'6'' 8'5-3/4'' 170.7K=1.00T7 180 - 160 L3x3x3/16 18'6'' 8'11-5/8''T8 160 - 140 L3 1/2x3 1/2x1/4 21'6'' 10'5-17/32''T9 140 - 120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2-17/32''T10 120 - 100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2-13/32''T11 100 - 80 2L3x3x3/16x3/8 27' 13'2-13/32''T12 80 - 60 2L3x3x3/16x3/8 29' 14'2-9/32''180.6K=1.00180.8K=1.00172.9K=1.00188.1K=1.00168.7K=1.00181.3K=1.00F aksiAin 2ActualPKAllow.P aKRatioP6.033 0.9020 -0.22 5.44 0.0405.217 0.9020 -0.31 4.71 0.0675.124 1.0900 -0.25 5.58 0.0444.579 1.0900 -0.27 4.99 0.0554.566 1.6900 -0.35 7.72 0.0454.997 1.8000 -0.65 8.99 0.0724.219 1.8000 -0.66 7.59 0.0885.249 2.1800 -0.67 11.44 0.0594.543 2.1800 -0.62 9.90 0.062T13 60 - 40 2L3x3x3/16x3/8 31' 15'2- 194.1 3.964 2.1800 -0.61 8.64 0.071P a
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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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