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ERITowerJobFree-Standing Tower DemoPage58 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 HorzBracingRedund DiagBracingConditionGov.LoadComb.ForceMajor AxisMomentkip-ftMinor AxisMomentkip-ftKMax. Compression 6 -0.66 -0.12 0.00Max. Mx 25 -0.20 -0.20 0.00Max. My 23 0.19 -0.20 0.01Max. Vy 25 -0.08 -0.20 0.00Max Tension 2 2.29 0.00 0.00Max. Compression 2 -2.29 0.00 0.00Max. Mx 17 -0.12 -0.03 0.00Max. Vy 25 0.02 0.00 0.00Max Tension 2 1.50 0.00 0.00Max. Compression 2 -1.50 0.00 0.00Max. Mx 15 0.47 -0.04 0.00Max. Vy 15 -0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.01 0.00 0.00Max. Compression 25 -0.02 0.00 0.00Max. Mx 22 -0.01 -0.03 0.00Max. Vy 20 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 21 0.01 -0.20 0.00Max. Vy 17 0.07 0.00 0.00T11 100 - 80 Leg Max Tension 12 129.67 0.61 -0.01Max. Compression 2 -172.37 -1.01 -0.00Max. Mx 2 -171.19 1.21 0.00Max. My 11 -16.01 -0.18 -0.65Max. Vy 2 -0.58 1.21 0.00Max. Vx 11 0.30 -0.14 -0.57Diagonal Max Tension 9 8.64 -0.07 0.01Max. Compression 9 -9.43 0.00 0.00Max. Mx 23 6.70 -0.14 -0.04Max. My 2 6.83 -0.11 0.04Max. Vy 23 0.06 -0.14 -0.04Max. Vx 15 -0.01 0.00 0.00Horizontal Max Tension 12 0.57 0.00 0.00Max. Compression 6 -0.67 -0.18 0.00Max. Mx 17 -0.20 -0.28 0.01Max. My 23 0.16 -0.28 0.01Max. Vy 17 0.10 -0.28 0.01Redund HorzBracingRedund DiagBracingMax Tension 2 2.59 0.00 0.00Max. Compression 2 -2.59 0.00 0.00Max. Mx 17 -0.09 -0.03 0.00Max. Vy 25 0.02 0.00 0.00Max Tension 2 1.65 0.00 0.00Max. Compression 2 -1.65 0.00 0.00Max. Mx 14 0.23 -0.04 0.00Max. Vy 26 0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.01 0.00 0.00Max. Compression 25 -0.01 0.00 0.00Max. Mx 22 -0.01 -0.03 0.00Max. Vy 20 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 -0.24 0.00Max. Vy 14 0.07 0.00 0.00T12 80 - 60 Leg Max Tension 12 144.56 0.68 -0.01Max. Compression 2 -194.06 -1.17 -0.00Max. Mx 2 -192.78 1.38 0.00Max. My 11 -20.05 -0.25 -1.01
ERITowerJobFree-Standing Tower DemoPage59 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 2 -0.61 1.38 0.00Max. Vx 11 0.42 -0.25 -1.01Diagonal Max Tension 9 9.16 -0.07 0.01Max. Compression 9 -9.67 0.00 0.00Max. Mx 23 7.85 -0.15 -0.03Max. My 2 8.26 -0.12 0.04Max. Vy 23 0.06 -0.15 -0.03Max. Vx 15 0.01 0.00 0.00Horizontal Max Tension 7 0.52 -0.20 0.01Max. Compression 6 -0.62 -0.20 0.00Max. Mx 15 0.13 -0.32 0.01Max. My 23 0.14 -0.32 0.01Max. Vy 15 0.11 -0.32 0.01Redund HorzBracingRedund DiagBracingMax Tension 2 2.92 0.00 0.00Max. Compression 2 -2.92 0.00 0.00Max. Mx 21 -0.06 -0.04 0.00Max. Vy 19 0.02 0.00 0.00Max Tension 2 1.81 0.00 0.00Max. Compression 2 -1.81 0.00 0.00Max. Mx 19 0.53 -0.05 0.00Max. Vy 19 0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.01 0.00 0.00Max. Compression 25 -0.01 0.00 0.00Max. Mx 26 -0.01 -0.04 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 0.32 0.00Max. Vy 15 0.09 0.00 0.00T13 60 - 40 Leg Max Tension 12 158.66 0.64 -0.02Max. Compression 2 -214.52 -1.14 -0.00Max. Mx 2 -213.12 1.37 0.00Max. My 11 -20.88 -0.25 -1.01Max. Vy 2 -0.64 1.37 0.00Max. Vx 11 -0.31 -0.25 -1.01Diagonal Max Tension 9 9.38 -0.11 0.01Max. Compression 9 -10.49 0.00 0.00Max. Mx 23 7.80 -0.19 -0.04Max. My 2 7.99 -0.15 -0.04Max. Vy 23 -0.08 -0.19 -0.04Max. Vx 15 0.01 0.00 0.00Horizontal Max Tension 7 0.51 -0.24 0.01Max. Compression 6 -0.61 -0.24 0.01Max. Mx 25 -0.13 -0.37 0.01Max. My 23 0.11 -0.36 0.01Max. Vy 25 0.12 -0.37 0.01Redund HorzBracingRedund DiagBracingMax Tension 2 3.22 0.00 0.00Max. Compression 2 -3.22 0.00 0.00Max. Mx 25 -0.04 -0.04 0.00Max. Vy 25 -0.02 0.00 0.00Max Tension 2 1.96 0.00 0.00Max. Compression 2 -1.96 0.00 0.00Max. Mx 15 0.49 -0.05 0.00Max. Vy 15 0.02 0.00 0.00Redund Hip Bracing Max Tension 2 0.01 0.00 0.00Max. Compression 25 -0.02 0.00 0.00Max. Mx 26 -0.01 -0.04 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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