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ERITowerJobFree-Standing Tower DemoPage54 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 byhornLoadCaseTotalWeightSum ofForcesXKSum ofForcesZKSum ofOverturningMoments, M xkip-ftSum ofOverturningMoments, M zkip-ftSum of TorquesKkip-ftWind 270 deg - Ice 126.19 -42.82 -0.01 -33.38 6575.01 23.35Wind 300 deg - Ice 126.19 -36.31 -20.96 -3266.30 5599.47 20.11Wind 330 deg - Ice 126.19 -21.41 -37.08 -5727.61 3287.44 12.36Wind 0 deg - Service 87.60 -0.02 -25.23 -3798.56 2.43 0.07Wind 30 deg - Service 87.60 11.73 -20.36 -3099.05 -1785.87 -6.22Wind 60 deg - Service 87.60 19.85 -11.47 -1752.41 -3035.65 -10.33Wind 90 deg - Service 87.60 23.52 0.00 1.47 -3583.93 -12.05Wind 120 deg - Service 87.60 21.86 12.62 1901.16 -3292.90 -11.33Wind 150 deg - Service 87.60 11.76 20.37 3103.04 -1793.23 -6.05Wind 180 deg - Service 87.60 -0.00 22.92 3505.16 -0.20 0.17Wind 210 deg - Service 87.60 -11.77 20.34 3096.13 1790.92 6.22Wind 240 deg - Service 87.60 -21.86 12.60 1897.18 3290.86 11.26Wind 270 deg - Service 87.60 -23.56 -0.00 -0.13 3590.55 11.85Wind 300 deg - Service 87.60 -19.92 -11.50 -1759.36 3047.30 10.16Wind 330 deg - Service 87.60 -11.79 -20.41 -3109.45 1795.38 6.25Load CombinationsComb.No.1 Dead Only2 Dead+Wind 0 deg - No Ice3 Dead+Wind 30 deg - No Ice4 Dead+Wind 60 deg - No Ice5 Dead+Wind 90 deg - No Ice6 Dead+Wind 120 deg - No Ice7 Dead+Wind 150 deg - No Ice8 Dead+Wind 180 deg - No Ice9 Dead+Wind 210 deg - No Ice10 Dead+Wind 240 deg - No Ice11 Dead+Wind 270 deg - No Ice12 Dead+Wind 300 deg - No Ice13 Dead+Wind 330 deg - No Ice14 Dead+Ice15 Dead+Wind 0 deg+Ice16 Dead+Wind 30 deg+Ice17 Dead+Wind 60 deg+Ice18 Dead+Wind 90 deg+Ice19 Dead+Wind 120 deg+Ice20 Dead+Wind 150 deg+Ice21 Dead+Wind 180 deg+Ice22 Dead+Wind 210 deg+Ice23 Dead+Wind 240 deg+Ice24 Dead+Wind 270 deg+Ice25 Dead+Wind 300 deg+Ice26 Dead+Wind 330 deg+Ice27 Dead+Wind 0 deg - Service28 Dead+Wind 30 deg - Service29 Dead+Wind 60 deg - Service30 Dead+Wind 90 deg - Service31 Dead+Wind 120 deg - Service32 Dead+Wind 150 deg - Service33 Dead+Wind 180 deg - Service34 Dead+Wind 210 deg - Service35 Dead+Wind 240 deg - Service36 Dead+Wind 270 deg - Service37 Dead+Wind 300 deg - ServiceDescription
ERITowerJobFree-Standing Tower DemoPage55 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 byhornComb.No.38 Dead+Wind 330 deg - ServiceDescriptionMaximum Member ForcesSectionNo.ElevationftComponentTypeConditionGov.LoadComb.ForceMajor AxisMomentkip-ftMinor AxisMomentkip-ftKT1 300 - 280 Leg Max Tension 12 4.97 -0.12 0.00Max. Compression 2 -6.57 0.15 0.02Max. Mx 6 -3.54 0.17 0.00Max. My 18 -0.76 -0.00 0.18Max. Vy 4 -0.56 0.00 0.00Max. Vx 13 0.56 0.00 0.00Diagonal Max Tension 9 1.38 0.00 0.00Max. Compression 9 -1.40 0.00 0.00Max. Mx 25 1.03 0.02 -0.00Max. Vy 25 0.01 0.02 -0.00Top Girt Max Tension 6 0.22 0.00 0.00Max. Compression 4 -0.24 0.00 0.00Max. Mx 14 -0.02 -0.03 0.00Max. Vy 18 0.02 0.00 0.00T2 280 - 260 Leg Max Tension 12 13.32 -0.14 0.00Max. Compression 10 -16.82 0.19 -0.02Max. Mx 6 -16.61 0.19 0.00Max. My 7 -1.39 -0.01 -0.18Max. Vy 6 -0.14 0.19 0.00Max. Vx 7 -0.15 -0.01 -0.18Diagonal Max Tension 3 1.94 0.00 0.00Max. Compression 3 -1.97 0.00 0.00Max. Mx 16 0.43 0.03 0.01Max. My 15 1.15 0.03 0.01Max. Vy 26 0.02 0.03 0.01T3 260 - 240 Leg Max Tension 12 23.23 -0.45 -0.00Max. Compression 2 -29.53 0.33 0.01Max. Mx 8 22.97 0.58 -0.01Max. My 5 -2.93 -0.02 -0.57Max. Vy 8 -0.44 -0.45 -0.01Max. Vx 11 -0.42 -0.01 -0.37Diagonal Max Tension 9 2.85 0.00 0.00Max. Compression 9 -2.86 0.00 0.00Max. Mx 16 1.02 0.04 0.00Max. My 16 -2.67 0.03 0.01Max. Vy 16 0.03 0.04 0.00T4 240 - 220 Leg Max Tension 12 34.90 -0.12 -0.01Max. Compression 2 -44.50 0.03 -0.03Max. Mx 8 28.03 -0.36 -0.01Max. My 5 -3.12 -0.02 0.46Max. Vy 8 0.18 -0.12 0.00Max. Vx 11 0.23 -0.02 -0.24Diagonal Max Tension 9 3.96 0.00 0.00Max. Compression 9 -4.08 0.00 0.00Max. Mx 26 -3.44 0.08 0.00Max. Vy 26 -0.04 0.00 0.00Horizontal Max Tension 9 0.21 0.00 0.00Max. Compression 10 -0.22 0.00 0.00Max. Mx 15 0.05 0.03 -0.00Max. Vy 15 -0.02 0.03 -0.00Inner Bracing Max Tension 10 0.00 0.00 0.00Max. Compression 23 -0.01 0.00 0.00Max. Mx 23 -0.00 -0.03 0.00
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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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