4. 5015-21-3104 DMAFB Substation - 100% Structural Calcs.pdf

Vert. Lat. Mom.

Pole Northing Easting Pole Northing Easting delta-N delta-E Distance Pole Northing Easting delta-N delta-E Distance Line Angle kip kip kip*ft 1-1 428282.21 1022489.01 1-2 428457.58 1022487.27 175.37 -1.74 175.38 - - - - - - 180.00 4.11 22.15 996.81 1-2 428457.58 1022487.27 1-3 428632.96 1022485.54 175.38 -1.73 175.39 1-1 428282.21 1022489.01 -175.37 1.74 175.38 180.00 4.47 0.00 0.06 1-3 428632.96 1022485.54 1-4 428723.69 1022605.70 90.73 120.16 150.57 1-2 428457.58 1022487.27 -175.38 1.73 175.39 126.49 4.41 19.94 897.47 1-4 428723.69 1022605.70 1-5 428968.12 1022553.23 244.43 -52.47 250.00 1-3 428632.96 1022485.54 -90.73 -120.16 150.57 114.94 4.57 23.82 1072.04 1-5 428968.12 1022553.23 1-6 429040.31 1022669.12 72.19 115.89 136.54 1-4 428723.69 1022605.70 -244.43 52.47 250.00 109.80 4.54 25.47 1146.28 1-6 429040.31 1022669.12 1-7 429138.43 1022674.79 98.12 5.67 98.28 1-5 428968.12 1022553.23 -72.19 -115.89 136.54 125.23 4.23 20.38 917.05 1-7 429138.43 1022674.79 1-8 429134.72 1022825.41 -3.71 150.62 150.67 1-6 429040.31 1022669.12 -98.12 -5.67 98.28 91.90 4.26 30.80 1386.18 1-8 429134.72 1022825.41 1-9 429159.53 1022939.42 24.81 114.01 116.68 1-7 429138.43 1022674.79 3.71 -150.62 150.67 166.31 4.30 5.28 237.57 1-9 429159.53 1022939.42 1-10 429167.78 1023159.12 8.25 219.70 219.85 1-8 429134.72 1022825.41 -24.81 -114.01 116.68 169.87 4.44 3.91 175.94 1-10 429167.78 1023159.12 1-11 429176.29 1023378.82 8.51 219.70 219.86 1-9 429159.53 1022939.42 -8.25 -219.70 219.85 179.93 4.65 0.03 1.18 1-11 429176.29 1023378.82 1-12 429184.28 1023598.52 7.99 219.70 219.85 1-10 429167.78 1023159.12 -8.51 -219.70 219.86 179.86 4.65 0.05 2.36 1-12 429184.28 1023598.52 1-13 429192.53 1023818.22 8.25 219.70 219.85 1-11 429176.29 1023378.82 -7.99 -219.70 219.85 179.93 4.65 0.03 1.18 1-13 429192.53 1023818.22 1-14 429200.78 1024037.92 8.25 219.70 219.85 1-12 429184.28 1023598.52 -8.25 -219.70 219.85 180.00 4.65 0.00 0.00 1-14 429200.78 1024037.92 1-15 429209.03 1024257.62 8.25 219.70 219.85 1-13 429192.53 1023818.22 -8.25 -219.70 219.85 180.00 4.65 0.00 0.00 1-15 429209.03 1024257.62 1-16 429115.43 1024489.44 -93.60 231.82 250.00 1-14 429200.78 1024037.92 -8.25 -219.70 219.85 155.86 4.71 9.26 416.83 1-16 429115.43 1024489.44 1-17 429205.32 1024722.72 89.89 233.28 250.00 1-15 429209.03 1024257.62 93.60 -231.82 250.00 136.94 4.77 16.26 731.64 1-17 429205.32 1024722.72 1-18 429239.19 1024965.77 33.87 243.05 245.40 1-16 429115.43 1024489.44 -89.89 -233.28 250.00 166.86 4.76 5.07 228.10 1-18 429239.19 1024965.77 1-19 429247.39 1025215.63 8.20 249.86 249.99 1-17 429205.32 1024722.72 -33.87 -243.05 245.40 173.95 4.76 2.34 105.27 1-19 429247.39 1025215.63 1-20 429255.59 1025465.50 8.20 249.87 250.00 1-18 429239.19 1024965.77 -8.20 -249.86 249.99 180.00 4.77 0.00 0.00 1-20 429255.59 1025465.50 1-21 429245.20 1025651.28 -10.39 185.78 186.07 1-19 429247.39 1025215.63 -8.20 -249.87 250.00 174.92 4.64 1.96 88.36 1-21 429245.20 1025651.28 1-22 429269.85 1025900.06 24.65 248.78 250.00 1-20 429255.59 1025465.50 10.39 -185.78 186.07 171.14 4.64 3.42 153.98 1-22 429269.85 1025900.06 1-23 429276.93 1026115.94 7.08 215.88 216.00 1-21 429245.20 1025651.28 -24.65 -248.78 250.00 176.22 4.70 1.46 65.75 1-23 429276.93 1026115.94 1-24 429284.08 1026333.83 7.15 217.89 218.01 1-22 429269.85 1025900.06 -7.08 -215.88 216.00 180.00 4.64 0.00 0.02 1-24 429284.08 1026333.83 1-25 429290.89 1026541.29 6.81 207.46 207.57 1-23 429276.93 1026115.94 -7.15 -217.89 218.01 180.00 4.62 0.00 0.01 1-25 429290.89 1026541.29 1-26 429294.57 1026653.64 3.68 112.35 112.41 1-24 429284.08 1026333.83 -6.81 -207.46 207.57 180.00 4.40 0.00 0.07 1-26 429294.57 1026653.64 1-27 429301.52 1026865.35 6.95 211.71 211.82 1-25 429290.89 1026541.29 -3.68 -112.35 112.41 180.00 4.41 0.00 0.07 1-27 429301.52 1026865.35 1-28 429308.19 1027068.66 6.67 203.31 203.42 1-26 429294.57 1026653.64 -6.95 -211.71 211.82 180.00 4.60 0.00 0.02 1-28 429308.19 1027068.66 1-29 429315.65 1027295.89 7.46 227.23 227.35 1-27 429301.52 1026865.35 -6.67 -203.31 203.42 180.00 4.63 0.00 0.02 1-29 429315.65 1027295.89 3-1 429321.22 1027472.08 5.57 176.19 176.28 1-28 429308.19 1027068.66 -7.46 -227.23 227.35 179.93 4.57 0.03 1.21 2-1 428206.73 1022489.75 2-2 428207.66 1022568.05 0.93 78.30 78.31 - - - - - - 180.00 3.91 0.00 0.00 2-2 428207.66 1022568.05 2-3 428005.29 1022570.39 -202.37 2.34 202.38 2-1 428206.73 1022489.75 -0.93 -78.30 78.31 89.98 4.32 31.33 1409.92 2-3 428005.29 1022570.39 2-4 427802.92 1022572.73 -202.37 2.34 202.38 2-2 428207.66 1022568.05 202.37 -2.34 202.38 180.00 4.58 0.00 0.00 2-4 427802.92 1022572.73 2-5 427634.00 1022702.76 -168.92 130.03 213.17 2-3 428005.29 1022570.39 202.37 -2.34 202.38 143.07 4.60 14.03 631.36 2-5 427634.00 1022702.76 2-6 427635.53 1022911.41 1.53 208.65 208.66 2-4 427802.92 1022572.73 168.92 -130.03 213.17 127.17 4.61 19.71 886.93 2-6 427635.53 1022911.41 2-7 427636.97 1023109.14 1.44 197.73 197.74 2-5 427634.00 1022702.76 -1.53 -208.65 208.66 180.00 4.58 0.00 0.05 2-7 427636.97 1023109.14 2-8 427638.24 1023284.20 1.27 175.06 175.06 2-6 427635.53 1022911.41 -1.44 -197.73 197.74 180.00 4.51 0.00 0.03 2-8 427638.24 1023284.20 2-9 427708.88 1023481.96 70.64 197.76 210.00 2-7 427636.97 1023109.14 -1.27 -175.06 175.06 160.76 4.54 7.40 333.18 2-9 427708.88 1023481.96 2-10 427779.52 1023679.71 70.64 197.75 209.99 2-8 427638.24 1023284.20 -70.64 -197.76 210.00 180.00 4.61 0.00 0.02 2-10 427779.52 1023679.71 2-11 427850.16 1023877.47 70.64 197.76 210.00 2-9 427708.88 1023481.96 -70.64 -197.75 209.99 180.00 4.61 0.00 0.02 2-11 427850.16 1023877.47 2-12 427920.80 1024075.23 70.64 197.76 210.00 2-10 427779.52 1023679.71 -70.64 -197.76 210.00 180.00 4.61 0.00 0.00 2-12 427920.80 1024075.23 2-13 427922.29 1024279.07 1.49 203.84 203.85 2-11 427850.16 1023877.47 -70.64 -197.76 210.00 160.76 4.59 7.40 333.12 2-13 427922.29 1024279.07 2-14 427923.78 1024482.92 1.49 203.85 203.86 2-12 427920.80 1024075.23 -1.49 -203.84 203.85 180.00 4.58 0.00 0.00 2-14 427923.78 1024482.92 2-15 427859.33 1024652.03 -64.45 169.11 180.98 2-13 427922.29 1024279.07 -1.49 -203.85 203.86 158.72 4.54 8.18 368.12 2-15 427859.33 1024652.03 2-16 427794.88 1024821.14 -64.45 169.11 180.98 2-14 427923.78 1024482.92 64.45 -169.11 180.98 180.00 4.49 0.00 0.00

Center Pole Pole Side A Pole Side B FDN Design Values

TRANSMISSION POLE DATA GEOMETRY & LOADS - SUMMARY Page 1 of 2

2-16 427794.88 1024821.14 2-17 427730.42 1024990.25 -64.46 169.11 180.98 2-15 427859.33 1024652.03 64.45 -169.11 180.98 180.00 4.49 0.00 0.05 2-17 427730.42 1024990.25 2-18 427665.97 1025159.36 -64.45 169.11 180.98 2-16 427794.88 1024821.14 64.46 -169.11 180.98 180.00 4.49 0.00 0.05 2-18 427665.97 1025159.36 2-19 427669.58 1025403.07 3.61 243.71 243.74 2-17 427730.42 1024990.25 64.45 -169.11 180.98 158.29 4.62 8.34 375.46 2-19 427669.58 1025403.07 2-20 427673.18 1025646.78 3.60 243.71 243.74 2-18 427665.97 1025159.36 -3.61 -243.71 243.74 180.00 4.74 0.00 0.04 2-20 427673.18 1025646.78 2-21 427676.78 1025890.48 3.60 243.70 243.73 2-19 427669.58 1025403.07 -3.60 -243.71 243.74 180.00 4.74 0.00 0.00 2-21 427676.78 1025890.48 2-22 427680.39 1026134.19 3.61 243.71 243.74 2-20 427673.18 1025646.78 -3.60 -243.70 243.73 180.00 4.74 0.00 0.04 2-22 427680.39 1026134.19 2-23 427683.99 1026377.90 3.60 243.71 243.74 2-21 427676.78 1025890.48 -3.61 -243.71 243.74 180.00 4.74 0.00 0.04 2-23 427683.99 1026377.90 2-24 427687.59 1026621.61 3.60 243.71 243.74 2-22 427680.39 1026134.19 -3.60 -243.71 243.74 180.00 4.74 0.00 0.00 2-24 427687.59 1026621.61 2-25 427691.20 1026865.32 3.61 243.71 243.74 2-23 427683.99 1026377.90 -3.60 -243.71 243.74 180.00 4.74 0.00 0.04 2-25 427691.20 1026865.32 2-26 427694.28 1027073.42 3.08 208.10 208.12 2-24 427687.59 1026621.61 -3.61 -243.71 243.74 180.00 4.67 0.00 0.01 2-26 427694.28 1027073.42 2-27 427697.35 1027281.52 3.07 208.10 208.12 2-25 427691.20 1026865.32 -3.08 -208.10 208.12 180.00 4.60 0.00 0.05 2-27 427697.35 1027281.52 2-28 427700.26 1027477.95 2.91 196.43 196.45 2-26 427694.28 1027073.42 -3.07 -208.10 208.12 180.00 4.58 0.00 0.06 2-28 427700.26 1027477.95 2-29 427910.16 1027484.23 209.90 6.28 209.99 2-27 427697.35 1027281.52 -2.91 -196.43 196.45 92.56 4.58 30.62 1377.82 2-29 427910.16 1027484.23 2-30 428160.16 1027485.98 250.00 1.75 250.01 2-28 427700.26 1027477.95 -209.90 -6.28 209.99 178.69 4.69 0.51 22.84 2-30 428160.16 1027485.98 2-31 428375.57 1027486.42 215.41 0.44 215.41 2-29 427910.16 1027484.23 -250.00 -1.75 250.01 179.72 4.70 0.11 4.94 2-31 428375.57 1027486.42 2-32 428610.15 1027489.14 234.58 2.72 234.60 2-30 428160.16 1027485.98 -215.41 -0.44 215.41 179.45 4.67 0.21 9.52 2-32 428610.15 1027489.14 2-33 428832.06 1027485.99 221.91 -3.15 221.93 2-31 428375.57 1027486.42 -234.58 -2.72 234.60 178.52 4.68 0.57 25.71 2-33 428832.06 1027485.99 2-34 429071.28 1027477.59 239.22 -8.40 239.37 2-32 428610.15 1027489.14 -221.91 3.15 221.93 178.80 4.69 0.46 20.84 2-34 429071.28 1027477.59 3-1 429321.22 1027472.08 249.94 -5.51 250.00 2-33 428832.06 1027485.99 -239.22 8.40 239.37 179.25 4.75 0.29 13.02 3-1 429321.22 1027472.08 1-29 429315.65 1027295.89 -5.57 -176.19 176.28 2-34 429071.28 1027477.59 -249.94 5.51 250.00 89.45 6.12 62.95 2675.46 3-2 429327.19 1027647.79 3-1 429321.22 1027472.08 -5.97 -175.71 175.81 3-3 429497.49 1027645.82 170.30 -1.97 170.31 91.28 5.96 61.95 2632.78 3-3 429497.49 1027645.82 3-2 429327.19 1027647.79 -170.30 1.97 170.31 3-4 429665.93 1027645.20 168.44 -0.62 168.44 179.55 5.94 0.35 14.85 3-4 429665.93 1027645.20 3-3 429497.49 1027645.82 -168.44 0.62 168.44 3-5 429809.40 1027644.10 143.47 -1.10 143.47 179.77 5.89 0.18 7.51 3-5 429809.40 1027644.10 3-4 429665.93 1027645.20 -143.47 1.10 143.47 3-6 429810.86 1027877.49 1.46 233.39 233.39 89.92 6.02 62.70 2664.64 3-6 429810.86 1027877.49 3-5 429809.40 1027644.10 -1.46 -233.39 233.39 3-7 429812.32 1028110.92 1.46 233.43 233.43 180.00 6.20 0.00 0.00 3-7 429812.32 1028110.92 3-6 429810.86 1027877.49 -1.46 -233.43 233.43 3-8 429813.79 1028344.34 1.47 233.42 233.42 180.00 6.20 0.00 0.08 3-8 429813.79 1028344.34 3-7 429812.32 1028110.92 -1.47 -233.42 233.42 3-9 429815.25 1028577.77 1.46 233.43 233.43 180.00 6.20 0.00 0.08 3-9 429815.25 1028577.77 3-8 429813.79 1028344.34 -1.46 -233.43 233.43 3-10 429816.71 1028811.19 1.46 233.42 233.42 180.00 6.20 0.00 0.00 3-10 429816.71 1028811.19 3-9 429815.25 1028577.77 -1.46 -233.42 233.42 3-11 429818.17 1029044.62 1.46 233.43 233.43 180.00 6.20 0.00 0.00 3-11 429818.17 1029044.62 3-10 429816.71 1028811.19 -1.46 -233.43 233.43 3-12 429819.64 1029278.04 1.47 233.42 233.42 180.00 6.20 0.00 0.08 3-12 429819.64 1029278.04 3-11 429818.17 1029044.62 -1.47 -233.42 233.42 3-13 429821.10 1029511.47 -1.46 -233.43 233.43 0.00 6.20 88.60 3765.71 3-13 429821.10 1029511.47 3-12 429819.64 1029278.04 -1.46 -233.43 233.43 3-14 429822.56 1029744.89 1.46 233.42 233.42 180.00 6.20 0.00 0.00 3-14 429822.56 1029744.89 3-13 429821.10 1029511.47 -1.46 -233.42 233.42 3-15 429824.02 1029978.32 1.46 233.43 233.43 180.00 6.20 0.00 0.00 3-15 429824.02 1029978.32 3-14 429822.56 1029744.89 -1.46 -233.43 233.43 3-16 429825.48 1030211.74 1.46 233.42 233.42 180.00 6.20 0.00 0.00 3-16 429825.48 1030211.74 3-15 429824.02 1029978.32 -1.46 -233.42 233.42 3-17 429826.95 1030445.17 1.47 233.43 233.43 180.00 6.20 0.00 0.08 3-17 429826.95 1030445.17 3-16 429825.48 1030211.74 -1.47 -233.43 233.43 3-18 429828.41 1030678.59 1.46 233.42 233.42 180.00 6.20 0.00 0.08 3-18 429828.41 1030678.59 3-17 429826.95 1030445.17 -1.46 -233.42 233.42 3-19 429829.87 1030912.02 1.46 233.43 233.43 180.00 6.20 0.00 0.00 3-19 429829.87 1030912.02 3-18 429828.41 1030678.59 -1.46 -233.43 233.43 3-20 429831.33 1031145.45 1.46 233.43 233.43 180.00 6.20 0.00 0.00 3-20 429831.33 1031145.45 3-19 429829.87 1030912.02 -1.46 -233.43 233.43 3-21 429832.87 1031389.93 1.54 244.48 244.48 180.00 6.22 0.00 0.08 3-21 429832.87 1031389.93 3-20 429831.33 1031145.45 -1.54 -244.48 244.48 3-22 429643.32 1031479.68 -189.55 89.75 209.72 114.98 6.18 47.62 2023.98 3-22 429643.32 1031479.68 3-21 429832.87 1031389.93 189.55 -89.75 209.72 - - - - - - 180.00 5.68 0.00 0.00

TRANSMISSION POLE DATA GEOMETRY & LOADS - SUMMARY Page 2 of 2

# Cables w-cable T-Creep h-attach θ from Ortho Ortho% Parallel% M-cable ΣM-ortho ΣM-para M-result V-cable ΣV-ortho ΣV-para V-result L-cable N-cable W-pole LF-Lat LF-Vert Vert. Lat. Mom.

Pole Northing Easting Pole Northing Easting delta-N delta-E Distance Pole Northing Easting delta-N delta-E Distance Line Angle lb/ft kip ft deg % % kip*ft kip*ft kip*ft kip*ft kip kip kip kip ft kip kip kip kip kip*ft 1-1 428282.21 1022489.01 1-2 428457.58 1022487.27 175.37 -1.74 175.38 - - - - - - 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 604.13 604.13 13.43 0.00 13.43 13.43 175.38 0.24 2.50 1.65 1.5 4.11 22.15 996.81 1-2 428457.58 1022487.27 1-3 428632.96 1022485.54 175.38 -1.73 175.39 1-1 428282.21 1022489.01 -175.37 1.74 175.38 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.03 13.43 0.00 0.00 0.00 350.77 0.48 2.50 1.65 1.5 4.47 0.00 0.06 1-3 428632.96 1022485.54 1-4 428723.69 1022605.70 90.73 120.16 150.57 1-2 428457.58 1022487.27 -175.38 1.73 175.39 126.49 3 1.36 4.475 45 36.49 80% -59% 604.13 485.7 244.86 543.92 13.43 10.79 5.44 12.09 325.96 0.44 2.50 1.65 1.5 4.41 19.94 897.47 1-4 428723.69 1022605.70 1-5 428968.12 1022553.23 244.43 -52.47 250.00 1-3 428632.96 1022485.54 -90.73 -120.16 150.57 114.94 3 1.36 4.475 45 24.94 91% -42% 604.13 547.8 349.38 649.72 13.43 12.17 7.76 14.44 400.57 0.54 2.50 1.65 1.5 4.57 23.82 1072.04 1-5 428968.12 1022553.23 1-6 429040.31 1022669.12 72.19 115.89 136.54 1-4 428723.69 1022605.70 -244.43 52.47 250.00 109.80 3 1.36 4.475 45 19.80 94% -34% 604.13 568.4 399.44 694.71 13.43 12.63 8.88 15.44 386.53 0.53 2.50 1.65 1.5 4.54 25.47 1146.28 1-6 429040.31 1022669.12 1-7 429138.43 1022674.79 98.12 5.67 98.28 1-5 428968.12 1022553.23 -72.19 -115.89 136.54 125.23 3 1.36 4.475 45 35.23 82% -58% 604.13 493.5 255.66 555.79 13.43 10.97 5.68 12.35 234.82 0.32 2.50 1.65 1.5 4.23 20.38 917.05 1-7 429138.43 1022674.79 1-8 429134.72 1022825.41 -3.71 150.62 150.67 1-6 429040.31 1022669.12 -98.12 -5.67 98.28 91.90 3 1.36 4.475 45 1.90 100% -3% 604.13 603.8 584.13 840.11 13.43 13.42 12.98 18.67 248.95 0.34 2.50 1.65 1.5 4.26 30.80 1386.18 1-8 429134.72 1022825.41 1-9 429159.53 1022939.42 24.81 114.01 116.68 1-7 429138.43 1022674.79 3.71 -150.62 150.67 166.31 3 1.36 4.475 45 76.31 24% -97% 604.13 143.0 17.16 143.98 13.43 3.18 0.38 3.20 267.34 0.36 2.50 1.65 1.5 4.30 5.28 237.57 1-9 429159.53 1022939.42 1-10 429167.78 1023159.12 8.25 219.70 219.85 1-8 429134.72 1022825.41 -24.81 -114.01 116.68 169.87 3 1.36 4.475 45 79.87 18% -98% 604.13 106.2 9.41 106.63 13.43 2.36 0.21 2.37 336.53 0.46 2.50 1.65 1.5 4.44 3.91 175.94 1-10 429167.78 1023159.12 1-11 429176.29 1023378.82 8.51 219.70 219.86 1-9 429159.53 1022939.42 -8.25 -219.70 219.85 179.93 3 1.36 4.475 45 89.93 0% -100% 604.13 0.7 0.00 0.71 13.43 0.02 0.00 0.02 439.72 0.60 2.50 1.65 1.5 4.65 0.03 1.18 1-11 429176.29 1023378.82 1-12 429184.28 1023598.52 7.99 219.70 219.85 1-10 429167.78 1023159.12 -8.51 -219.70 219.86 179.86 3 1.36 4.475 45 89.86 0% -100% 604.13 1.4 0.00 1.43 13.43 0.03 0.00 0.03 439.71 0.60 2.50 1.65 1.5 4.65 0.05 2.36 1-12 429184.28 1023598.52 1-13 429192.53 1023818.22 8.25 219.70 219.85 1-11 429176.29 1023378.82 -7.99 -219.70 219.85 179.93 3 1.36 4.475 45 89.93 0% -100% 604.13 0.7 0.00 0.71 13.43 0.02 0.00 0.02 439.70 0.60 2.50 1.65 1.5 4.65 0.03 1.18 1-13 429192.53 1023818.22 1-14 429200.78 1024037.92 8.25 219.70 219.85 1-12 429184.28 1023598.52 -8.25 -219.70 219.85 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 439.71 0.60 2.50 1.65 1.5 4.65 0.00 0.00 1-14 429200.78 1024037.92 1-15 429209.03 1024257.62 8.25 219.70 219.85 1-13 429192.53 1023818.22 -8.25 -219.70 219.85 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 439.71 0.60 2.50 1.65 1.5 4.65 0.00 0.00 1-15 429209.03 1024257.62 1-16 429115.43 1024489.44 -93.60 231.82 250.00 1-14 429200.78 1024037.92 -8.25 -219.70 219.85 155.86 3 1.36 4.475 45 65.86 41% -91% 604.13 247.0 52.82 252.63 13.43 5.49 1.17 5.61 469.86 0.64 2.50 1.65 1.5 4.71 9.26 416.83 1-16 429115.43 1024489.44 1-17 429205.32 1024722.72 89.89 233.28 250.00 1-15 429209.03 1024257.62 93.60 -231.82 250.00 136.94 3 1.36 4.475 45 46.94 68% -73% 604.13 412.5 162.73 443.42 13.43 9.17 3.62 9.85 500.00 0.68 2.50 1.65 1.5 4.77 16.26 731.64 1-17 429205.32 1024722.72 1-18 429239.19 1024965.77 33.87 243.05 245.40 1-16 429115.43 1024489.44 -89.89 -233.28 250.00 166.86 3 1.36 4.475 45 76.86 23% -97% 604.13 137.3 15.82 138.24 13.43 3.05 0.35 3.07 495.40 0.67 2.50 1.65 1.5 4.76 5.07 228.10 1-18 429239.19 1024965.77 1-19 429247.39 1025215.63 8.20 249.86 249.99 1-17 429205.32 1024722.72 -33.87 -243.05 245.40 173.95 3 1.36 4.475 45 83.95 11% -99% 604.13 63.7 3.37 63.80 13.43 1.42 0.07 1.42 495.39 0.67 2.50 1.65 1.5 4.76 2.34 105.27 1-19 429247.39 1025215.63 1-20 429255.59 1025465.50 8.20 249.87 250.00 1-18 429239.19 1024965.77 -8.20 -249.86 249.99 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 500.00 0.68 2.50 1.65 1.5 4.77 0.00 0.00 1-20 429255.59 1025465.50 1-21 429245.20 1025651.28 -10.39 185.78 186.07 1-19 429247.39 1025215.63 -8.20 -249.87 250.00 174.92 3 1.36 4.475 45 84.92 9% -100% 604.13 53.5 2.37 53.55 13.43 1.19 0.05 1.19 436.07 0.59 2.50 1.65 1.5 4.64 1.96 88.36 1-21 429245.20 1025651.28 1-22 429269.85 1025900.06 24.65 248.78 250.00 1-20 429255.59 1025465.50 10.39 -185.78 186.07 171.14 3 1.36 4.475 45 81.14 15% -99% 604.13 93.0 7.21 93.32 13.43 2.07 0.16 2.07 436.07 0.59 2.50 1.65 1.5 4.64 3.42 153.98 1-22 429269.85 1025900.06 1-23 429276.93 1026115.94 7.08 215.88 216.00 1-21 429245.20 1025651.28 -24.65 -248.78 250.00 176.22 3 1.36 4.475 45 86.22 7% -100% 604.13 39.8 1.31 39.85 13.43 0.89 0.03 0.89 465.99 0.63 2.50 1.65 1.5 4.70 1.46 65.75 1-23 429276.93 1026115.94 1-24 429284.08 1026333.83 7.15 217.89 218.01 1-22 429269.85 1025900.06 -7.08 -215.88 216.00 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 434.00 0.59 2.50 1.65 1.5 4.64 0.00 0.02 1-24 429284.08 1026333.83 1-25 429290.89 1026541.29 6.81 207.46 207.57 1-23 429276.93 1026115.94 -7.15 -217.89 218.01 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 425.58 0.58 2.50 1.65 1.5 4.62 0.00 0.01 1-25 429290.89 1026541.29 1-26 429294.57 1026653.64 3.68 112.35 112.41 1-24 429284.08 1026333.83 -6.81 -207.46 207.57 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.04 13.43 0.00 0.00 0.00 319.98 0.44 2.50 1.65 1.5 4.40 0.00 0.07 1-26 429294.57 1026653.64 1-27 429301.52 1026865.35 6.95 211.71 211.82 1-25 429290.89 1026541.29 -3.68 -112.35 112.41 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.04 13.43 0.00 0.00 0.00 324.23 0.44 2.50 1.65 1.5 4.41 0.00 0.07 1-27 429301.52 1026865.35 1-28 429308.19 1027068.66 6.67 203.31 203.42 1-26 429294.57 1026653.64 -6.95 -211.71 211.82 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 415.24 0.56 2.50 1.65 1.5 4.60 0.00 0.02 1-28 429308.19 1027068.66 1-29 429315.65 1027295.89 7.46 227.23 227.35 1-27 429301.52 1026865.35 -6.67 -203.31 203.42 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 430.77 0.59 2.50 1.65 1.5 4.63 0.00 0.02 1-29 429315.65 1027295.89 3-1 429321.22 1027472.08 5.57 176.19 176.28 1-28 429308.19 1027068.66 -7.46 -227.23 227.35 179.93 3 1.36 4.475 45 89.93 0% -100% 604.13 0.7 0.00 0.73 13.43 0.02 0.00 0.02 403.63 0.55 2.50 1.65 1.5 4.57 0.03 1.21 2-1 428206.73 1022489.75 2-2 428207.66 1022568.05 0.93 78.30 78.31 - - - - - - 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 78.31 0.11 2.50 1.65 1.5 3.91 0.00 0.00 2-2 428207.66 1022568.05 2-3 428005.29 1022570.39 -202.37 2.34 202.38 2-1 428206.73 1022489.75 -0.93 -78.30 78.31 89.98 3 1.36 4.475 45 -0.02 100% 0% 604.13 604.1 604.31 854.50 13.43 13.42 13.43 18.99 280.69 0.38 2.50 1.65 1.5 4.32 31.33 1409.92 2-3 428005.29 1022570.39 2-4 427802.92 1022572.73 -202.37 2.34 202.38 2-2 428207.66 1022568.05 202.37 -2.34 202.38 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 404.77 0.55 2.50 1.65 1.5 4.58 0.00 0.00 2-4 427802.92 1022572.73 2-5 427634.00 1022702.76 -168.92 130.03 213.17 2-3 428005.29 1022570.39 202.37 -2.34 202.38 143.07 3 1.36 4.475 45 53.07 60% -80% 604.13 362.9 121.18 382.64 13.43 8.07 2.69 8.50 415.55 0.57 2.50 1.65 1.5 4.60 14.03 631.36 2-5 427634.00 1022702.76 2-6 427635.53 1022911.41 1.53 208.65 208.66 2-4 427802.92 1022572.73 168.92 -130.03 213.17 127.17 3 1.36 4.475 45 37.17 80% -60% 604.13 481.4 239.14 537.53 13.43 10.70 5.31 11.95 421.83 0.57 2.50 1.65 1.5 4.61 19.71 886.93 2-6 427635.53 1022911.41 2-7 427636.97 1023109.14 1.44 197.73 197.74 2-5 427634.00 1022702.76 -1.53 -208.65 208.66 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.03 13.43 0.00 0.00 0.00 406.39 0.55 2.50 1.65 1.5 4.58 0.00 0.05 2-7 427636.97 1023109.14 2-8 427638.24 1023284.20 1.27 175.06 175.06 2-6 427635.53 1022911.41 -1.44 -197.73 197.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.02 13.43 0.00 0.00 0.00 372.80 0.51 2.50 1.65 1.5 4.51 0.00 0.03 2-8 427638.24 1023284.20 2-9 427708.88 1023481.96 70.64 197.76 210.00 2-7 427636.97 1023109.14 -1.27 -175.06 175.06 160.76 3 1.36 4.475 45 70.76 33% -94% 604.13 199.1 33.75 201.93 13.43 4.42 0.75 4.49 385.06 0.52 2.50 1.65 1.5 4.54 7.40 333.18 2-9 427708.88 1023481.96 2-10 427779.52 1023679.71 70.64 197.75 209.99 2-8 427638.24 1023284.20 -70.64 -197.76 210.00 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 419.99 0.57 2.50 1.65 1.5 4.61 0.00 0.02 2-10 427779.52 1023679.71 2-11 427850.16 1023877.47 70.64 197.76 210.00 2-9 427708.88 1023481.96 -70.64 -197.75 209.99 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 419.99 0.57 2.50 1.65 1.5 4.61 0.00 0.02 2-11 427850.16 1023877.47 2-12 427920.80 1024075.23 70.64 197.76 210.00 2-10 427779.52 1023679.71 -70.64 -197.76 210.00 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 420.00 0.57 2.50 1.65 1.5 4.61 0.00 0.00 2-12 427920.80 1024075.23 2-13 427922.29 1024279.07 1.49 203.84 203.85 2-11 427850.16 1023877.47 -70.64 -197.76 210.00 160.76 3 1.36 4.475 45 70.76 33% -94% 604.13 199.1 33.74 201.89 13.43 4.42 0.75 4.49 413.84 0.56 2.50 1.65 1.5 4.59 7.40 333.12 2-13 427922.29 1024279.07 2-14 427923.78 1024482.92 1.49 203.85 203.86 2-12 427920.80 1024075.23 -1.49 -203.84 203.85 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 407.70 0.55 2.50 1.65 1.5 4.58 0.00 0.00 2-14 427923.78 1024482.92 2-15 427859.33 1024652.03 -64.45 169.11 180.98 2-13 427922.29 1024279.07 -1.49 -203.85 203.86 158.72 3 1.36 4.475 45 68.72 36% -93% 604.13 219.3 41.20 223.10 13.43 4.87 0.92 4.96 384.83 0.52 2.50 1.65 1.5 4.54 8.18 368.12 2-15 427859.33 1024652.03 2-16 427794.88 1024821.14 -64.45 169.11 180.98 2-14 427923.78 1024482.92 64.45 -169.11 180.98 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 361.95 0.49 2.50 1.65 1.5 4.49 0.00 0.00 2-16 427794.88 1024821.14 2-17 427730.42 1024990.25 -64.46 169.11 180.98 2-15 427859.33 1024652.03 64.45 -169.11 180.98 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.03 13.43 0.00 0.00 0.00 361.95 0.49 2.50 1.65 1.5 4.49 0.00 0.05 2-17 427730.42 1024990.25 2-18 427665.97 1025159.36 -64.45 169.11 180.98 2-16 427794.88 1024821.14 64.46 -169.11 180.98 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.03 13.43 0.00 0.00 0.00 361.95 0.49 2.50 1.65 1.5 4.49 0.00 0.05 2-18 427665.97 1025159.36 2-19 427669.58 1025403.07 3.61 243.71 243.74 2-17 427730.42 1024990.25 64.45 -169.11 180.98 158.29 3 1.36 4.475 45 68.29 37% -93% 604.13 223.5 42.86 227.55 13.43 4.97 0.95 5.06 424.71 0.58 2.50 1.65 1.5 4.62 8.34 375.46 2-19 427669.58 1025403.07 2-20 427673.18 1025646.78 3.60 243.71 243.74 2-18 427665.97 1025159.36 -3.61 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.02 13.43 0.00 0.00 0.00 487.47 0.66 2.50 1.65 1.5 4.74 0.00 0.04 2-20 427673.18 1025646.78 2-21 427676.78 1025890.48 3.60 243.70 243.73 2-19 427669.58 1025403.07 -3.60 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 487.46 0.66 2.50 1.65 1.5 4.74 0.00 0.00 2-21 427676.78 1025890.48 2-22 427680.39 1026134.19 3.61 243.71 243.74 2-20 427673.18 1025646.78 -3.60 -243.70 243.73 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.02 13.43 0.00 0.00 0.00 487.46 0.66 2.50 1.65 1.5 4.74 0.00 0.04 2-22 427680.39 1026134.19 2-23 427683.99 1026377.90 3.60 243.71 243.74 2-21 427676.78 1025890.48 -3.61 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.02 13.43 0.00 0.00 0.00 487.47 0.66 2.50 1.65 1.5 4.74 0.00 0.04 2-23 427683.99 1026377.90 2-24 427687.59 1026621.61 3.60 243.71 243.74 2-22 427680.39 1026134.19 -3.60 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.00 13.43 0.00 0.00 0.00 487.47 0.66 2.50 1.65 1.5 4.74 0.00 0.00 2-24 427687.59 1026621.61 2-25 427691.20 1026865.32 3.61 243.71 243.74 2-23 427683.99 1026377.90 -3.60 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.02 13.43 0.00 0.00 0.00 487.47 0.66 2.50 1.65 1.5 4.74 0.00 0.04 2-25 427691.20 1026865.32 2-26 427694.28 1027073.42 3.08 208.10 208.12 2-24 427687.59 1026621.61 -3.61 -243.71 243.74 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.01 13.43 0.00 0.00 0.00 451.86 0.61 2.50 1.65 1.5 4.67 0.00 0.01 2-26 427694.28 1027073.42 2-27 427697.35 1027281.52 3.07 208.10 208.12 2-25 427691.20 1026865.32 -3.08 -208.10 208.12 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.03 13.43 0.00 0.00 0.00 416.25 0.57 2.50 1.65 1.5 4.60 0.00 0.05 2-27 427697.35 1027281.52 2-28 427700.26 1027477.95 2.91 196.43 196.45 2-26 427694.28 1027073.42 -3.07 -208.10 208.12 180.00 3 1.36 4.475 45 90.00 0% -100% 604.13 0.0 0.00 0.04 13.43 0.00 0.00 0.00 404.57 0.55 2.50 1.65 1.5 4.58 0.00 0.06 2-28 427700.26 1027477.95 2-29 427910.16 1027484.23 209.90 6.28 209.99 2-27 427697.35 1027281.52 -2.91 -196.43 196.45 92.56 3 1.36 4.475 45 2.56 100% -4% 604.13 603.5 577.12 835.04 13.43 13.41 12.82 18.56 406.45 0.55 2.50 1.65 1.5 4.58 30.62 1377.82 2-29 427910.16 1027484.23 2-30 428160.16 1027485.98 250.00 1.75 250.01 2-28 427700.26 1027477.95 -209.90 -6.28 209.99 178.69 3 1.36 4.475 45 88.69 2% -100% 604.13 13.8 0.16 13.84 13.43 0.31 0.00 0.31 460.00 0.63 2.50 1.65 1.5 4.69 0.51 22.84 2-30 428160.16 1027485.98 2-31 428375.57 1027486.42 215.41 0.44 215.41 2-29 427910.16 1027484.23 -250.00 -1.75 250.01 179.72 3 1.36 4.475 45 89.72 0% -100% 604.13 3.0 0.01 2.99 13.43 0.07 0.00 0.07 465.42 0.63 2.50 1.65 1.5 4.70 0.11 4.94 2-31 428375.57 1027486.42 2-32 428610.15 1027489.14 234.58 2.72 234.60 2-30 428160.16 1027485.98 -215.41 -0.44 215.41 179.45 3 1.36 4.475 45 89.45 1% -100% 604.13 5.8 0.03 5.77 13.43 0.13 0.00 0.13 450.01 0.61 2.50 1.65 1.5 4.67 0.21 9.52 2-32 428610.15 1027489.14 2-33 428832.06 1027485.99 221.91 -3.15 221.93 2-31 428375.57 1027486.42 -234.58 -2.72 234.60 178.52 3 1.36 4.475 45 88.52 3% -100% 604.13 15.6 0.20 15.58 13.43 0.35 0.00 0.35 456.53 0.62 2.50 1.65 1.5 4.68 0.57 25.71 2-33 428832.06 1027485.99 2-34 429071.28 1027477.59 239.22 -8.40 239.37 2-32 428610.15 1027489.14 -221.91 3.15 221.93 178.80 3 1.36 4.475 45 88.80 2% -100% 604.13 12.6 0.13 12.63 13.43 0.28 0.00 0.28 461.30 0.63 2.50 1.65 1.5 4.69 0.46 20.84 2-34 429071.28 1027477.59 3-1 429321.22 1027472.08 249.94 -5.51 250.00 2-33 428832.06 1027485.99 -239.22 8.40 239.37 179.25 3 1.36 4.475 45 89.25 1% -100% 604.13 7.9 0.05 7.89 13.43 0.18 0.00 0.18 489.37 0.67 2.50 1.65 1.5 4.75 0.29 13.02 3-1 429321.22 1027472.08 1-29 429315.65 1027295.89 -5.57 -176.19 176.28 2-34 429071.28 1027477.59 -249.94 5.51 250.00 89.45 6 1.36 4.475 42.5 -0.55 100% 1% 1141.13 1141.1 1152.04 1621.49 26.85 26.85 27.11 38.15 426.28 0.58 3.50 1.65 1.5 6.12 62.95 2675.46 3-2 429327.19 1027647.79 3-1 429321.22 1027472.08 -5.97 -175.71 175.81 3-3 429497.49 1027645.82 170.30 -1.97 170.31 91.28 6 1.36 4.475 42.5 1.28 100% -2% 1141.13 1140.8 1115.57 1595.62 26.85 26.84 26.25 37.54 346.12 0.47 3.50 1.65 1.5 5.96 61.95 2632.78 3-3 429497.49 1027645.82 3-2 429327.19 1027647.79 -170.30 1.97 170.31 3-4 429665.93 1027645.20 168.44 -0.62 168.44 179.55 6 1.36 4.475 42.5 89.55 1% -100% 1141.13 9.0 0.04 9.00 26.85 0.21 0.00 0.21 338.75 0.46 3.50 1.65 1.5 5.94 0.35 14.85 3-4 429665.93 1027645.20 3-3 429497.49 1027645.82 -168.44 0.62 168.44 3-5 429809.40 1027644.10 143.47 -1.10 143.47 179.77 6 1.36 4.475 42.5 89.77 0% -100% 1141.13 4.5 0.01 4.55 26.85 0.11 0.00 0.11 311.92 0.42 3.50 1.65 1.5 5.89 0.18 7.51 3-5 429809.40 1027644.10 3-4 429665.93 1027645.20 -143.47 1.10 143.47 3-6 429810.86 1027877.49 1.46 233.39 233.39 89.92 6 1.36 4.475 42.5 -0.08 100% 0% 1141.13 1141.1 1142.74 1614.93 26.85 26.85 26.89 38.00 376.87 0.51 3.50 1.65 1.5 6.02 62.70 2664.64 3-6 429810.86 1027877.49 3-5 429809.40 1027644.10 -1.46 -233.39 233.39 3-7 429812.32 1028110.92 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.83 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-7 429812.32 1028110.92 3-6 429810.86 1027877.49 -1.46 -233.43 233.43 3-8 429813.79 1028344.34 1.47 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.05 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.08 3-8 429813.79 1028344.34 3-7 429812.32 1028110.92 -1.47 -233.42 233.42 3-9 429815.25 1028577.77 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.05 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.08 3-9 429815.25 1028577.77 3-8 429813.79 1028344.34 -1.46 -233.43 233.43 3-10 429816.71 1028811.19 1.46 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-10 429816.71 1028811.19 3-9 429815.25 1028577.77 -1.46 -233.42 233.42 3-11 429818.17 1029044.62 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-11 429818.17 1029044.62 3-10 429816.71 1028811.19 -1.46 -233.43 233.43 3-12 429819.64 1029278.04 1.47 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.05 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.08 3-12 429819.64 1029278.04 3-11 429818.17 1029044.62 -1.47 -233.42 233.42 3-13 429821.10 1029511.47 -1.46 -233.43 233.43 0.00 6 1.36 4.475 42.5 -90.00 0% 100% 1141.13 0.0 2282.25 2282.25 26.85 0.00 53.70 53.70 466.86 0.63 3.50 1.65 1.5 6.20 88.60 3765.71 3-13 429821.10 1029511.47 3-12 429819.64 1029278.04 -1.46 -233.43 233.43 3-14 429822.56 1029744.89 1.46 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-14 429822.56 1029744.89 3-13 429821.10 1029511.47 -1.46 -233.42 233.42 3-15 429824.02 1029978.32 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-15 429824.02 1029978.32 3-14 429822.56 1029744.89 -1.46 -233.43 233.43 3-16 429825.48 1030211.74 1.46 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-16 429825.48 1030211.74 3-15 429824.02 1029978.32 -1.46 -233.42 233.42 3-17 429826.95 1030445.17 1.47 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.05 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.08 3-17 429826.95 1030445.17 3-16 429825.48 1030211.74 -1.47 -233.43 233.43 3-18 429828.41 1030678.59 1.46 233.42 233.42 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.05 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.08 3-18 429828.41 1030678.59 3-17 429826.95 1030445.17 -1.46 -233.42 233.42 3-19 429829.87 1030912.02 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.86 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-19 429829.87 1030912.02 3-18 429828.41 1030678.59 -1.46 -233.43 233.43 3-20 429831.33 1031145.45 1.46 233.43 233.43 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 466.87 0.63 3.50 1.65 1.5 6.20 0.00 0.00 3-20 429831.33 1031145.45 3-19 429829.87 1030912.02 -1.46 -233.43 233.43 3-21 429832.87 1031389.93 1.54 244.48 244.48 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.1 0.00 0.05 26.85 0.00 0.00 0.00 477.92 0.65 3.50 1.65 1.5 6.22 0.00 0.08 3-21 429832.87 1031389.93 3-20 429831.33 1031145.45 -1.54 -244.48 244.48 3-22 429643.32 1031479.68 -189.55 89.75 209.72 114.98 6 1.36 4.475 42.5 24.98 91% -42% 1141.13 1034.4 659.29 1226.65 26.85 24.34 15.51 28.86 454.21 0.62 3.50 1.65 1.5 6.18 47.62 2023.98 3-22 429643.32 1031479.68 3-21 429832.87 1031389.93 189.55 -89.75 209.72 - - - - - - 180.00 6 1.36 4.475 42.5 90.00 0% -100% 1141.13 0.0 0.00 0.00 26.85 0.00 0.00 0.00 209.72 0.29 3.50 1.65 1.5 5.68 0.00 0.00

Center Pole Pole Side A Pole Side B FDN Design Values

TRANSMISSION POLE DATA GEOMETRY & LOADS - DETAILS Page 1 of 1

V H M V H M # kip kip kip.ft # kip kip kip.ft

C1 4 18 800 C1 4 12.9 571.4 C2 4 34 1500 C2 4 24.3 1071.4 C3 4.5 64 2700 C3 4.5 45.7 1928.6 C4 5 90 3800 C4 5 64.3 2714.3

Ultimate Loads

FDN ID FDN ID

Service Loads

D

L

H V

M

L-PILE ANALYSIS CONCRETE CAISSONS Page 1 of 7

Diameter Pile Length Max BM Max Shear *Pile Head Deformation ft ft kip.ft Kip in 4 16 854.0 130.0 0.36 5 15 854.0 141.1 0.35 4 20 1628.8 193.4 0.42 5 18 1621.1 225.3 0.43 6 17 1614.5 237.1 0.41 5 22.5 2978.2 321.1 0.48 6 21 2970.2 349.0 0.42 7 20 2970.3 333.7 0.44 5 26 4252.3 378.0 0.5 6 24 4234.9 430.4 0.44 7 23 4220.7 442.8 0.42 8 24 4235.8 398.0 0.48

C4

*From SLS case of loading. (ULS/1.4)

Index

C1

C2

C3

L-PILE ANALYSIS CONCRETE CAISSONS Page 2 of 7

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 4 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

20 0.838764 10286238 -88681 20 857.2 88.7 19 0.850102 10269343 -95379 19 855.8 95.4 18 0.903324 10276082 -105451 18 856.3 105.5 17 0.991681 10251681 -116771 17 854.3 116.8 16 1.172022 10247997 -129992 16 854.0 130.0 min length 15 1.551956 10234587 -144027 15 852.9 144.0 14 2.339035 10209109 -158140 14 850.8 158.1 13 4.254909 10202610 -175388 13 850.2 175.4

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 5 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

20 0.208745 10373492 -96926 20 864.5 96.9 19 0.234288 10326024 -102070 19 860.5 102.1 18 0.27524 10312256 -109015 18 859.4 109.0 17 0.335566 10272501 -116595 17 856.0 116.6 16 0.435073 10264474 -126789 16 855.4 126.8 15 0.650618 10247553 -141109 15 854.0 141.1 min length 14 1.172482 10221928 -158317 14 851.8 158.3 13 2.341416 10188838 -174988 13 849.1 175.0 12 5.447946 10173636 -193901 12 847.8 193.9

CAISSON C1 MAXIMUM CONCRETE FORCES

L-PILE ANALYSIS CONCRETE CAISSONS Page 3 of 7

Length Deflection Moment Shear Pile Diameter = 4 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

20 0.816821 19545306 -193439 20 1628.8 193.4 min length 19 1.076109 19476243 -208153 19 1623.0 208.2 18 1.534015 19437766 -225461 18 1619.8 225.5 17 2.250363 19336162 -241849 17 1611.3 241.8 16 3.576588 19336541 -262247 16 1611.4 262.2 15 8.409658 19349742 -301835 15 1612.5 301.8

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 5 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

20 0.481747 19548659 -191538 20 1629.1 191.5 19 0.617756 19485598 -206501 19 1623.8 206.5 18 0.881641 19452966 -225298 18 1621.1 225.3 min length 17 1.359619 19366759 -244643 17 1613.9 244.6 16 2.243856 19308280 -265165 16 1609.0 265.2 15 3.972824 19269307 -286811 15 1605.8 286.8 14 11.70311 19282505 -334216 14 1606.9 334.2

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 6 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

20 0.357295 19549742 -184868 20 1629.1 184.9 19 0.432051 19476789 -197230 19 1623.1 197.2 18 0.572065 19456250 -214946 18 1621.4 214.9 17 0.858409 19374029 -237126 17 1614.5 237.1 min length 16 1.445184 19324618 -262095 16 1610.4 262.1 15 2.673531 19257522 -286760 15 1604.8 286.8 14 5.325797 19220241 -312290 14 1601.7 312.3

CAISSON C2 MAXIMUM CONCRETE FORCES

L-PILE ANALYSIS CONCRETE CAISSONS Page 4 of 7

Length Deflection Moment Shear feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

25 0.59853 36029254 -271869 25 3002.4 271.9

23.75 0.73133 35897306 -295144 23.75 2991.4 295.1

22.5 0.95894 35738798 -321132 22.5 2978.2 321.1 min length

21.25 1.337659 35650629 -349277 21.25 2970.9 349.3

20 2.018994 35524351 -379283 20 2960.4 379.3

18.75 3.128345 35292352 -407035 18.75 2941.0 407.0

17.5 5.842394 35306142 -450813 17.5 2942.2 450.8

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 6 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

25 0.408606 36045875 -268388 25 3003.8 268.4

23.75 0.476614 35899304 -287635 23.75 2991.6 287.6

22.5 0.597138 35761266 -311893 22.5 2980.1 311.9

21.25 0.822439 35681861 -341868 21.25 2973.5 341.9

21 0.9 35642105 -349035 21 2970.2 349.0 min length 20 1.28057 35564746 -377375 20 2963.7 377.4

18.75 2.13462 35337962 -411814 18.75 2944.8 411.8

17.5 3.799015 35154564 -446150 17.5 2929.5 446.2

16.25 8.771647 35169001 -503311 16.25 2930.8 503.3

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 7ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

25 0.325898 36215652 -263382 25 3018.0 263.4

23.75 0.375992 35983661 -279849 23.75 2998.6 279.8

22.5 0.453434 35750222 -299947 22.5 2979.2 299.9 21 0.63 35644123 -333689 21 2970.3 333.7 min length 20 0.874485 35577164 -364626 20 2964.8 364.6

18.75 1.457297 35361552 -404506 18.75 2946.8 404.5

17.5 2.746461 35186504 -446897 17.5 2932.2 446.9

16.25 5.582368 35047025 -488939 16.25 2920.6 488.9

Pile Diameter =5 ft

CAISSON C3 MAXIMUM CONCRETE FORCES

L-PILE ANALYSIS CONCRETE CAISSONS Page 5 of 7

Length Deflection Moment Shear feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

27 0.853967 51161094 -356853 27 4263.4 356.9 26 0.98 51028026 -378015 26 4252.3 378.0 min length

24.3 1.351645 50860455 -419290 24.3 4238.4 419.3

22.95 1.867337 50569323 -454010 22.95 4214.1 454.0

21.6 2.746604 50328261 -491085 21.6 4194.0 491.1

20.25 4.287237 50174087 -532463 20.25 4181.2 532.5

18.9 10.17049 50218714 -615066 18.9 4184.9 615.1

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 6 ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

27 0.549983 51162338 -354929 27 4263.5 354.9

25.65 0.673966 50982698 -387154 25.65 4248.6 387.2

24 0.936 50818704 -430363 24 4234.9 430.4 min length

22.95 1.198723 50617892 -457276 22.95 4218.2 457.3

21.6 1.830787 50434987 -498559 21.6 4202.9 498.6

20.25 2.944458 50048823 -537607 20.25 4170.7 537.6

18.9 5.377619 49944594 -587229 18.9 4162.0 587.2

Pile Pile Head Maximum Maximum Length Deflection Moment Shear Pile Diameter = 7ft feet inches ln-lbs lbs Pile Length Max BM Max shear ------------ ------------ ------------ ft kip.ft kip

27 0.405514 51276943 -346268 27 4273.1 346.3

25.65 0.473544 51019993 -371038 25.65 4251.7 371.0

24.3 0.587681 50902709 -402475 24.3 4241.9 402.5 23 0.806343 50648656 -442769 23 4220.7 442.8 min length

21.6 1.241949 50466573 -490707 21.6 4205.5 490.7

20.25 2.066411 50130489 -537475 20.25 4177.5 537.5

18.9 3.795052 49800686 -585815 18.9 4150.1 585.8

17.55 7.904022 49759265 -647038 17.55 4146.6 647.0

Pile Diameter =5 ft

CAISSON C4 MAXIMUM CONCRETE FORCES

L-PILE ANALYSIS CONCRETE CAISSONS Page 6 of 7

Length Deflection Moment Shear feet inches ln-lbs lbs Pile Diameter = 8ft ------------ ------------ ------------ Pile Length Max BM Max shear

27 0.345069 51445740 -341759 ft kip.ft kip

25.65 0.402304 51149945 -364311 27 4287.1 341.8

24 0.51 50830001 -398025 25.65 4262.5 364.3

22.95 0.617804 50624046 -424046 24 4235.8 398.0 min length

21.6 0.909859 50472190 -473244 22.95 4218.7 424.0

20.25 1.50117 50145521 -526299 21.6 4206.0 473.2

18.9 2.865646 49867626 -584737 20.25 4178.8 526.3

17.55 5.636994 49592272 -636335 18.9 4155.6 584.7

16.2 24.98364 49637909 -767167 17.55 4132.7 636.3

L-PILE ANALYSIS CONCRETE CAISSONS Page 7 of 7

Concrete Strength: 3000 psi Radius of "Rebar Circle": 25.87 in Bar Strength: 60 ksi Angle Between Bars: 30 deg

Area of Column: 2827.43 in^2 No. of Vert Bars: 12 # Area of Steel: 15.20 in^2 Vertical Bar Size: 10 # Bar Strain at Yield: 0.00207

Hoop Bar Size: 4 # Vertical db: 1.27 in Hoop db: 0.5 in

Dia. of Column: 60 in Vertical Bar Area: 1.27 in^2 Concrete Cover: 3 in β1: 0.85 d: 55.87 in d': 4.14 in

Bar # Layer x y 1 1 0.00 25.87 2 2 12.93 22.40 3 2 -12.93 22.40 4 3 22.40 12.93 5 3 -22.40 12.93 6 4 25.87 0.00 7 4 -25.87 0.00 8 5 22.40 -12.93 9 5 -22.40 -12.93

10 6 12.93 -22.40 11 6 -12.93 -22.40 12 7 0.00 -25.87

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

-40.00

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-10.00

0.00

10.00

20.00

30.00

40.00

-40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00

Foundation Capacity Caisson C1 Page 1 of 7

Pure Compression: Pure Tension:

Po: 8083.3 kip Pt: -912.1 kip

Point ID φ P (kip) M (kip*ft) φP (kip) φM (kip*ft) Comp. 0.65 8083.3 0.0 5254.1 0.0 es=0.0 0.65 6637.6 2564.2 4314.5 1666.7 es=0.5fy 0.65 4705.8 4406.1 3058.8 2864.0 es=fy 0.65 3382.1 4814.0 2198.4 3129.1 es=0.005 0.9 1558.1 3973.0 1402.2 3575.7 Bending 0.9 0.0 1876.3 0.0 1688.7 Tension 0.9 -912.1 0.0 -820.9 0.0

Load Cases: P (kip) M (kip*ft) 1: 5 900 2:

3:

4:

5:

-2000

-1000

0 1000 2000 3000 4000 5000 6000

Column Interaction Diagram

Nominal

Factored

Load Cases

Foundation Capacity Caisson C1 Page 2 of 7 εc: 0.003 (Max concrete compressive strain) εt: 0 (Assumed max steel tensile strain) c: 55.87 in (Neutral Axis, from comp. face) c-circle: -25.87 in (Distance from geometric centroid to c) a: 47.49 in (Comp. block depth) θ: 2.19 rad (Angle, centroid to edges of comp. block)

Ac: 2400.0 in^2 (Area of comp. block) y-bar: 4.02 in (Centroid of circle to comp. resultant)

Cc: 6119.908 kip M-conc: 2052.29 kip*ft (Moment of concrete force, about centroid)

ΣM-rebar: 511.87 kip*ft (Sum of Rebar force moments, about centroid) ΣP: 6637.6 kip (Sum of axial tension & compression forces)

Bar # Layer yc yi εi fs Fi yc*Fi in in kip kip kip*ft

1 1 25.87 51.73 0.00278 57.45 72.78 156.86 2 2 22.40 48.26 0.00259 57.45 72.78 135.85 3 2 22.40 48.26 0.00259 57.45 72.78 135.85 4 3 12.93 38.80 0.00208 57.45 72.78 78.43 5 3 12.93 38.80 0.00208 57.45 72.78 78.43 6 4 0.00 25.87 0.00139 37.73 47.80 0.00 7 4 0.00 25.87 0.00139 37.73 47.80 0.00 8 5 -12.93 12.93 0.00069 17.59 22.28 -24.01 9 5 -12.93 12.93 0.00069 17.59 22.28 -24.01

10 6 -22.40 3.47 0.00019 5.40 6.84 -12.76 11 6 -22.40 3.47 0.00019 5.40 6.84 -12.76 12 7 -25.87 0.00 0.00000 0.00 0.00 0.00

Foundation Capacity Caisson C1 Page 3 of 7 εt: 0.001035 (Assumed max steel tensile strain) c: 41.54 in (Neutral Axis, from comp. face) c-circle: -11.54 in (Distance from geometric centroid to c) a: 35.31 in (Comp. block depth) θ: 1.75 rad (Angle, centroid to edges of comp. block)

Ac: 1730.4 in^2 (Area of comp. block) y-bar: 9.92 in (Centroid of circle to comp. resultant)

Cc: 4412.395 kip M-conc: 3647.00 kip*ft (Moment of concrete force, about centroid)

ΣM-rebar: 759.09 kip*ft (Sum of Rebar force moments, about centroid) ΣP: 4705.8 kip (Sum of axial tension & compression forces)

Bar # Layer yc yi εi fs Fi yc*Fi in in kip kip kip*ft

1 1 25.87 37.40 0.00270 57.45 72.78 156.86 2 2 22.40 33.94 0.00245 57.45 72.78 135.85 3 2 22.40 33.94 0.00245 57.45 72.78 135.85 4 3 12.93 24.47 0.00177 48.70 61.69 66.49 5 3 12.93 24.47 0.00177 48.70 61.69 66.49 6 4 0.00 11.54 0.00083 21.61 27.38 0.00 7 4 0.00 11.54 0.00083 21.61 27.38 0.00 8 5 -12.93 -1.40 -0.00010 -2.93 -3.71 4.00 9 5 -12.93 -1.40 -0.00010 -2.93 -3.71 4.00

10 6 -22.40 -10.86 -0.00078 -22.76 -28.83 53.81 11 6 -22.40 -10.86 -0.00078 -22.76 -28.83 53.81 12 7 -25.87 -14.33 -0.00104 -30.02 -38.02 81.95

Foundation Capacity Caisson C1 Page 4 of 7 εt: 0.00207 (Assumed max steel tensile strain) c: 33.06 in (Neutral Axis, from comp. face) c-circle: -3.06 in (Distance from geometric centroid to c) a: 28.10 in (Comp. block depth) θ: 1.51 rad (Angle, centroid to edges of comp. block)

Ac: 1299.7 in^2 (Area of comp. block) y-bar: 13.77 in (Centroid of circle to comp. resultant)

Cc: 3314.133 kip M-conc: 3801.96 kip*ft (Moment of concrete force, about centroid)

ΣM-rebar: 1012.05 kip*ft (Sum of Rebar force moments, about centroid) ΣP: 3382.1 kip (Sum of axial tension & compression forces)

Bar # Layer yc yi εi fs Fi yc*Fi in in kip kip kip*ft

1 1 25.87 28.92 0.00262 57.45 72.78 156.86 2 2 22.40 25.46 0.00231 57.45 72.78 135.85 3 2 22.40 25.46 0.00231 57.45 72.78 135.85 4 3 12.93 15.99 0.00145 39.53 50.08 53.97 5 3 12.93 15.99 0.00145 39.53 50.08 53.97 6 4 0.00 3.06 0.00028 8.04 10.19 0.00 7 4 0.00 3.06 0.00028 8.04 10.19 0.00 8 5 -12.93 -9.88 -0.00090 -25.99 -32.93 35.49 9 5 -12.93 -9.88 -0.00090 -25.99 -32.93 35.49

10 6 -22.40 -19.34 -0.00176 -50.91 -64.49 120.38 11 6 -22.40 -19.34 -0.00176 -50.91 -64.49 120.38 12 7 -25.87 -22.81 -0.00207 -60.00 -76.01 163.82

Foundation Capacity Caisson C1 Page 5 of 7 εt: 0.005 (Assumed max steel tensile strain) c: 20.95 in (Neutral Axis, from comp. face) c-circle: 9.05 in (Distance from geometric centroid to c) a: 17.81 in (Comp. block depth) θ: 1.15 rad (Angle, centroid to edges of comp. block)

Ac: 702.8 in^2 (Area of comp. block) y-bar: 19.54 in (Centroid of circle to comp. resultant)

Cc: 1792.159 kip M-conc: 2917.52 kip*ft (Moment of concrete force, about centroid)

ΣM-rebar: 1055.43 kip*ft (Sum of Rebar force moments, about centroid) ΣP: 1558.1 kip (Sum of axial tension & compression forces)

Bar # Layer yc yi εi fs Fi yc*Fi in in kip kip kip*ft

1 1 25.87 16.81 0.00241 57.45 72.78 156.86 2 2 22.40 13.35 0.00191 52.89 67.00 125.06 3 2 22.40 13.35 0.00191 52.89 67.00 125.06 4 3 12.93 3.88 0.00056 13.57 17.19 18.53 5 3 12.93 3.88 0.00056 13.57 17.19 18.53 6 4 0.00 -9.05 -0.00130 -37.59 -47.61 0.00 7 4 0.00 -9.05 -0.00130 -37.59 -47.61 0.00 8 5 -12.93 -21.98 -0.00315 -60.00 -76.01 81.91 9 5 -12.93 -21.98 -0.00315 -60.00 -76.01 81.91

10 6 -22.40 -31.45 -0.00450 -60.00 -76.01 141.88 11 6 -22.40 -31.45 -0.00450 -60.00 -76.01 141.88 12 7 -25.87 -34.92 -0.00500 -60.00 -76.01 163.82

Foundation Capacity Caisson C1 Page 6 of 7 εt: 0.014508 (Assumed max steel tensile strain) c: 9.57 in (Neutral Axis, from comp. face) c-circle: 20.43 in (Distance from geometric centroid to c) a: 8.14 in (Comp. block depth) θ: 0.75 rad (Angle, centroid to edges of comp. block)

Ac: 229.7 in^2 (Area of comp. block) y-bar: 25.16 in (Centroid of circle to comp. resultant)

Cc: 585.7473 kip M-conc: 1228.07 kip*ft (Moment of concrete force, about centroid)

ΣM-rebar: 648.26 kip*ft (Sum of Rebar force moments, about centroid) ΣP: 0.0 kip (Sum of axial tension & compression forces)

Bar # Layer yc yi εi fs Fi yc*Fi in in kip kip kip*ft

1 1 25.87 5.44 0.00170 46.87 59.37 127.97 2 2 22.40 1.97 0.00062 15.37 19.48 36.36 3 2 22.40 1.97 0.00062 15.37 19.48 36.36 4 3 12.93 -7.50 -0.00235 -60.00 -76.01 -81.91 5 3 12.93 -7.50 -0.00235 -60.00 -76.01 -81.91 6 4 0.00 -20.43 -0.00640 -60.00 -76.01 0.00 7 4 0.00 -20.43 -0.00640 -60.00 -76.01 0.00 8 5 -12.93 -33.36 -0.01045 -60.00 -76.01 81.91 9 5 -12.93 -33.36 -0.01045 -60.00 -76.01 81.91

10 6 -22.40 -42.83 -0.01342 -60.00 -76.01 141.88 11 6 -22.40 -42.83 -0.01342 -60.00 -76.01 141.88 12 7 -25.87 -46.29 -0.01451 -60.00 -76.01 163.82

Foundation Capacity Caisson C1 Page 7 of 7

Concrete Strength: 3000 psi Radius of "Rebar Circle": 31.87 in Bar Strength: 60 ksi Angle Between Bars: 20 deg

Area of Column: 4071.50 in^2 No. of Vert Bars: 18 # Area of Steel: 22.80 in^2 Vertical Bar Size: 10 # Bar Strain at Yield: 0.00207

Hoop Bar Size: 4 # Vertical db: 1.27 in Hoop db: 0.5 in

Dia. of Column: 72 in Vertical Bar Area: 1.27 in^2 Concrete Cover: 3 in β1: 0.85 d: 67.87 in d': 4.14 in

Bar # Layer x y 1 1 0.00 31.87 2 2 10.90 29.94 3 2 -10.90 29.94 4 3 20.48 24.41 5 3 -20.48 24.41 6 4 27.60 15.93 7 4 -27.60 15.93 8 5 31.38 5.53 9 5 -31.38 5.53

10 6 31.38 -5.53 11 6 -31.38 -5.53 12 7 27.60 -15.93 13 7 -27.60 -15.93 14 8 20.48 -24.41 15 8 -20.48 -24.41 16 9 10.90 -29.94 17 9 -10.90 -29.94 18 10 0.00 -31.87

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Foundation Capacity Caisson C2 Page 1 of 7

Po: 11692.3 kip Pt: -1368.1 kip

Point ID φ P (kip) M (kip*ft) φP (kip) φM (kip*ft) Comp. 0.65 11692.3 0.0 7600.0 0.0 es=0.0 0.65 9695.9 4298.9 6302.3 2794.3 es=0.5fy 0.65 6896.1 7659.2 4482.5 4978.5 es=fy 0.65 4962.1 8465.3 3225.4 5502.4 es=0.005 0.9 2282.3 7072.2 2054.0 6365.0 Bending 0.9 0.0 3390.4 0.0 3051.3 Tension 0.9 -1368.1 0.0 -1231.3 0.0

Load Cases: P (kip) M (kip*ft) 1: 5 1700 2:

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Column Interaction Diagram

Nominal

Factored

Foundation Capacity Caisson C2 Page 2 of 7 c: 67.87 in (Neutral Axis, from comp.