C-Concepts, inc.

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