C-Concepts, inc.

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ERITowerJobFree-Standing Tower DemoPage60 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.ElevationftComponentTypeConditionGov.LoadComb.ForceMajor AxisMomentkip-ftMinor AxisMomentkip-ftKMax. Vy 26 -0.02 0.00 0.00Inner Bracing Max Tension 6 0.01 0.00 0.00Max. Compression 19 -0.02 0.00 0.00Max. Mx 14 0.00 0.37 0.00Max. Vy 17 -0.09 0.00 0.00T14 40 - 20 Leg Max Tension 12 173.05 0.78 -0.01Max. Compression 2 -237.00 -1.64 -0.00Max. Mx 15 -233.42 -1.69 -0.00Max. My 11 -25.76 -0.33 -1.14Max. Vy 2 -0.65 1.53 0.00Max. Vx 11 0.44 -0.33 -1.14Diagonal Max Tension 9 9.91 -0.15 -0.03Max. Compression 9 -10.71 0.00 0.00Max. Mx 19 9.02 -0.20 0.03Max. My 2 9.20 -0.16 -0.04Max. Vy 19 0.08 -0.20 0.03Max. Vx 15 0.01 0.00 0.00Horizontal Max Tension 7 0.48 -0.41 0.01Max. Compression 6 -0.56 -0.40 0.01Max. Mx 15 0.08 -0.59 0.02Max. My 23 0.09 -0.59 0.02Max. Vy 15 0.18 -0.59 0.02Max. Vx 23 -0.01 -0.59 0.02Redund HorzBracingRedund DiagBracingMax Tension 2 3.56 0.00 0.00Max. Compression 2 -3.56 0.00 0.00Max. Mx 17 1.92 -0.05 0.00Max. Vy 19 0.02 0.00 0.00Max Tension 2 2.13 0.00 0.00Max. Compression 2 -2.13 0.00 0.00Max. Mx 15 0.60 -0.06 0.00Max. Vy 16 0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.00 0.00 0.00Max. Compression 25 -0.01 0.00 0.00Max. Mx 14 -0.01 -0.05 0.00Max. Vy 26 0.02 0.00 0.00Inner Bracing Max Tension 6 0.01 0.00 0.00Max. Compression 19 -0.02 0.00 0.00Max. Mx 15 0.01 0.58 0.00Max. Vy 15 -0.14 0.00 0.00T15 20 - 0 Leg Max Tension 12 186.18 0.91 -0.01Max. Compression 2 -258.17 0.00 -0.00Max. Mx 15 -251.74 -1.69 -0.00Max. My 11 -27.03 -0.33 -1.14Max. Vy 2 -0.78 1.64 0.00Max. Vx 11 -0.31 -0.33 -1.14Diagonal Max Tension 9 10.16 -0.16 -0.03Max. Compression 6 -11.27 0.00 0.00Max. Mx 19 8.60 -0.21 0.03Max. My 2 8.83 -0.17 -0.03Max. Vy 19 0.08 -0.21 0.03Max. Vx 25 -0.01 -0.11 -0.03Horizontal Max Tension 12 0.48 0.00 0.00Max. Compression 6 -0.62 -0.47 0.01Max. Mx 25 -0.18 -0.67 0.02Max. My 23 0.13 -0.64 0.02Max. Vy 25 0.19 -0.67 0.02Max. Vx 23 0.01 -0.64 0.02Redund HorzBracingMax Tension 2 3.88 0.00 0.00
ERITowerJobFree-Standing Tower DemoPage61 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.ElevationftComponentTypeRedund DiagBracingConditionGov.LoadComb.ForceMajor AxisMomentkip-ftMinor AxisMomentkip-ftKMax. Compression 2 -3.88 0.00 0.00Max. Mx 15 3.82 -0.05 0.00Max. Vy 15 -0.02 0.00 0.00Max Tension 2 2.28 0.00 0.00Max. Compression 2 -2.28 0.00 0.00Max. Mx 24 0.67 -0.06 0.00Max. Vy 24 -0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.00 0.00 0.00Max. Compression 25 -0.01 0.00 0.00Max. Mx 20 -0.00 -0.05 0.00Max. Vy 20 -0.02 0.00 0.00Inner Bracing Max Tension 6 0.01 0.00 0.00Max. Compression 19 -0.03 0.00 0.00Max. Mx 14 0.00 0.66 0.00Max. Vy 14 -0.15 0.00 0.00Maximum ReactionsLocation Condition Gov.LoadComb.VerticalKHorizontal, XKHorizontal, ZKLeg C Max. Vert 10 267.81 27.00 -16.00Max. H x 10 267.81 27.00 -16.00Max. H z 3 -165.63 -16.80 12.15Min. Vert 4 -191.35 -20.27 12.07Min. H x 4 -191.35 -20.27 12.07Min. H z 10 267.81 27.00 -16.00Leg B Max. Vert 6 267.94 -27.01 -16.01Max. H x 12 -192.31 20.35 12.11Max. H z 13 -166.59 16.87 12.19Min. Vert 12 -192.31 20.35 12.11Min. H x 6 267.94 -27.01 -16.01Min. H z 6 267.94 -27.01 -16.01Leg A Max. Vert 2 268.49 0.00 31.40Max. H x 11 29.69 4.24 2.63Max. H z 2 268.49 0.00 31.40Min. Vert 8 -190.67 0.01 -23.58Min. H x 5 29.59 -4.25 2.62Min. H z 8 -190.67 0.01 -23.58Tower Mast Reaction SummaryLoadCombinationVerticalShear xShear zOverturningMoment, M xkip-ftOverturningMoment, M zkip-ftKKKkip-ftDead Only 87.60 0.00 0.00 -13.71 -0.52 0.00Dead+Wind 0 deg - No Ice 87.60 -0.03 -49.46 -7460.28 6.66 0.14Dead+Wind 30 deg - No Ice 87.60 22.99 -39.90 -6089.25 -3498.40 -12.20Dead+Wind 60 deg - No Ice 87.60 38.91 -22.47 -3449.83 -5947.98 -20.25Dead+Wind 90 deg - No Ice 87.60 46.10 0.01 -12.24 -7022.59 -23.63Dead+Wind 120 deg - No Ice 87.60 42.85 24.74 3711.16 -6452.18 -22.20Dead+Wind 150 deg - No Ice 87.60 23.06 39.92 6066.85 -3512.83 -11.85Dead+Wind 180 deg - No Ice 87.60 -0.01 44.93 6855.00 1.52 0.34Dead+Wind 210 deg - No Ice 87.60 -23.06 39.86 6053.31 3512.11 12.20Torque
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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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