This Version was compiled on 15-Dec-2021 The Plate Yield was reset to 50 ksi The number of load cases was increased to 300 This design routine is based on the maximum possible bending moment based on the pole shaft geometry. It is up to the designer to choose one of the plate designs and input the base plate values into PLS-POLE This routine uses the methods in ASCE 48-2011 This post-processor was written by George Watson to read the XML file saved by PLS-POLE in C:\PLS\TEMP\POSTPROC.XML The pole shaft flat is on the Neutral Axis BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 Several Base Plates will be Designed for this Pole This version uses ASCE 48-11 anchor bolt unity checks and ASCE 48-11 Base Plate Thickness Design Assumptions Gap between TOC and Bottom of Baseplate is 2.500 bolt diameters THE RUN DATE IS 12 29 2021 THE RUN TIME IS 15:52:22 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 5.6250 INCHES ANCHOR BOLT BENDING IS INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 304.208 KIPS MAX BOLT COMPRESSION = -313.826 KIPS TOTAL NUMBER OF BOLTS IS 52 2.2500 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 3.4615 DEGREES THE ANGLE BETWEEN BOLTS IS 6.9231 DEGREES ANCHOR BOLT UNITY = 0.8831 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 5689.2739 IN. KIPS 5.7500 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 113.0000 INCHES PLATE ID = 89.5000 INCHES BASE PLATE WEIGHT = 6307.3 Pounds 107.5000 BOLT CIRCLE WITH 6.4907 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 53.652 3.245 4.066 4.9619 3.4615 2 52.870 9.689 41.249 4.1796 10.3846 3 51.316 15.991 77.760 3.7466 17.3077 4 49.015 22.060 113.068 4.7878 24.2308 5 45.998 27.807 146.657 5.0491 31.1538 6 42.311 33.149 178.036 4.5268 38.0769 7 38.007 38.007 206.750 3.2285 45.0000 8 33.149 42.311 232.379 4.5268 51.9231 9 27.807 45.998 254.549 5.0491 58.8462 10 22.060 49.015 272.936 4.7877 65.7692 11 15.991 51.316 287.274 3.7466 72.6923 12 9.689 52.870 297.353 4.1796 79.6154 13 3.245 53.652 303.025 4.9619 86.5385 14 -3.245 53.652 304.208 4.9619 93.4615 15 -9.689 52.870 300.885 4.1796 100.3846 16 -15.991 51.316 293.105 3.7466 107.3077 17 -22.060 49.015 280.980 4.7878 114.2308 18 -27.807 45.998 264.688 5.0491 121.1539 19 -33.149 42.311 244.466 4.5268 128.0769 20 -38.007 38.007 220.609 3.2285 135.0000 21 -42.311 33.149 193.465 4.5268 141.9231 22 -45.998 27.807 163.429 5.0491 148.8462 23 -49.015 22.060 130.940 4.7877 155.7692 24 -51.316 15.991 96.472 3.7466 162.6923 25 -52.870 9.689 60.527 4.1796 169.6154 26 -53.652 3.245 23.629 4.9619 176.5385 27 -53.652 -3.245 -13.684 4.9619 183.4615 28 -52.870 -9.689 -50.867 4.1796 190.3846 29 -51.316 -15.991 -87.378 3.7466 197.3077 30 -49.015 -22.060 -122.686 4.7878 204.2308 31 -45.998 -27.807 -156.274 5.0491 211.1538 32 -42.311 -33.149 -187.654 4.5268 218.0769 33 -38.007 -38.007 -216.368 3.2285 225.0000 34 -33.149 -42.311 -241.997 4.5268 231.9231 35 -27.807 -45.998 -264.166 5.0491 238.8462 36 -22.060 -49.015 -282.554 4.7877 245.7692 37 -15.991 -51.316 -296.892 3.7466 252.6923 38 -9.689 -52.870 -306.970 4.1796 259.6154 39 -3.245 -53.652 -312.643 4.9619 266.5385 40 3.245 -53.652 -313.826 4.9619 273.4615 41 9.689 -52.870 -310.503 4.1796 280.3846 42 15.991 -51.316 -302.723 3.7466 287.3077 43 22.060 -49.015 -290.598 4.7877 294.2308 44 27.807 -45.998 -274.306 5.0491 301.1539 45 33.149 -42.311 -254.084 4.5268 308.0769 46 38.007 -38.007 -230.227 3.2285 315.0000 47 42.311 -33.149 -203.082 4.5268 321.9231 48 45.998 -27.807 -173.047 5.0491 328.8462 49 49.015 -22.060 -140.558 4.7877 335.7693 50 51.316 -15.991 -106.090 3.7466 342.6923 51 52.870 -9.689 -70.145 4.1796 349.6154 52 53.652 -3.245 -33.247 4.9619 356.5385 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 6.2500 INCHES ANCHOR BOLT BENDING IS INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 391.482 KIPS MAX BOLT COMPRESSION = -403.985 KIPS TOTAL NUMBER OF BOLTS IS 40 2.5000 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 4.5000 DEGREES THE ANGLE BETWEEN BOLTS IS 9.0000 DEGREES ANCHOR BOLT UNITY = 0.9398 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 7540.3511 IN. KIPS 7.5000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 115.0000 INCHES PLATE ID = 88.5000 INCHES BASE PLATE WEIGHT = 9323.0 Pounds 108.5000 BOLT CIRCLE WITH 8.5128 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.083 4.256 12.390 5.3928 4.5000 2 52.751 12.664 74.380 4.0611 13.5000 3 50.120 20.761 134.384 5.0959 22.5000 4 46.256 28.346 190.926 5.5414 31.5000 5 41.252 35.233 242.612 4.6516 40.5000 6 35.233 41.252 288.170 4.6516 49.5000 7 28.346 46.256 326.479 5.5414 58.5000 8 20.761 50.120 356.595 5.0959 67.5000 9 12.664 52.751 377.776 4.0611 76.5000 10 4.256 54.083 389.502 5.3928 85.5000 11 -4.256 54.083 391.482 5.3928 94.5000 12 -12.664 52.751 383.669 4.0611 103.5000 13 -20.761 50.120 366.255 5.0959 112.5000 14 -28.346 46.256 339.669 5.5414 121.5000 15 -35.233 41.252 304.564 4.6516 130.5000 16 -41.252 35.233 261.807 4.6516 139.5000 17 -46.256 28.346 212.449 5.5414 148.5000 18 -50.120 20.761 157.706 5.0959 157.5000 19 -52.751 12.664 98.926 4.0611 166.5000 20 -54.083 4.256 37.555 5.3928 175.5000 21 -54.083 -4.256 -24.893 5.3928 184.5000 22 -52.751 -12.664 -86.883 4.0611 193.5000 23 -50.120 -20.761 -146.887 5.0959 202.5000 24 -46.256 -28.346 -203.429 5.5414 211.5000 25 -41.252 -35.233 -255.115 4.6516 220.5000 26 -35.233 -41.252 -300.674 4.6516 229.5000 27 -28.346 -46.256 -338.982 5.5414 238.5000 28 -20.761 -50.120 -369.098 5.0959 247.5000 29 -12.664 -52.751 -390.280 4.0611 256.5000 30 -4.256 -54.083 -402.005 5.3928 265.5000 31 4.256 -54.083 -403.985 5.3928 274.5000 32 12.664 -52.751 -396.172 4.0611 283.5000 33 20.761 -50.120 -378.758 5.0959 292.5000 34 28.346 -46.256 -352.172 5.5414 301.5000 35 35.233 -41.252 -317.068 4.6516 310.5000 36 41.252 -35.233 -274.310 4.6516 319.5000 37 46.256 -28.346 -224.952 5.5414 328.5000 38 50.120 -20.761 -170.209 5.0959 337.5000 39 52.751 -12.664 -111.429 4.0611 346.5000 40 54.083 -4.256 -50.059 5.3928 355.5000 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 6.8750 INCHES ANCHOR BOLT BENDING IS INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 486.499 KIPS MAX BOLT COMPRESSION = -502.128 KIPS TOTAL NUMBER OF BOLTS IS 32 2.7500 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 5.6250 DEGREES THE ANGLE BETWEEN BOLTS IS 11.2500 DEGREES ANCHOR BOLT UNITY = 0.9738 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 6780.6250 IN. KIPS 7.0000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 116.0000 INCHES PLATE ID = 88.0000 INCHES BASE PLATE WEIGHT = 9216.6 Pounds 109.0000 BOLT CIRCLE WITH 10.6839 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.238 5.342 25.091 5.5476 5.6250 2 52.153 15.821 120.895 4.3863 16.8750 3 48.065 25.691 211.752 5.7808 28.1250 4 42.129 34.574 294.171 5.0821 39.3750 5 34.574 42.129 364.986 5.0821 50.6250 6 25.691 48.065 421.474 5.7808 61.8750 7 15.821 52.153 461.464 4.3863 73.1250 8 5.342 54.238 483.420 5.5476 84.3750 9 -5.342 54.238 486.499 5.5476 95.6250 10 -15.821 52.153 470.581 4.3863 106.8750 11 -25.691 48.065 436.279 5.7808 118.1250 12 -34.574 42.129 384.911 5.0821 129.3750 13 -42.129 34.574 318.450 5.0821 140.6250 14 -48.065 25.691 239.451 5.7808 151.8750 15 -52.153 15.821 150.950 4.3863 163.1250 16 -54.238 5.342 56.348 5.5476 174.3750 17 -54.238 -5.342 -40.720 5.5476 185.6250 18 -52.153 -15.821 -136.524 4.3863 196.8750 19 -48.065 -25.691 -227.381 5.7808 208.1250 20 -42.129 -34.574 -309.800 5.0821 219.3750 21 -34.574 -42.129 -380.615 5.0821 230.6250 22 -25.691 -48.065 -437.102 5.7808 241.8750 23 -15.821 -52.153 -477.093 4.3863 253.1250 24 -5.342 -54.238 -499.049 5.5476 264.3750 25 5.342 -54.238 -502.128 5.5476 275.6250 26 15.821 -52.153 -486.210 4.3863 286.8750 27 25.691 -48.065 -451.908 5.7808 298.1250 28 34.574 -42.129 -400.540 5.0821 309.3750 29 42.129 -34.574 -334.079 5.0821 320.6250 30 48.065 -25.691 -255.080 5.7808 331.8750 31 52.153 -15.821 -166.579 4.3863 343.1250 32 54.238 -5.342 -71.977 5.5476 354.3750 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 7.5000 INCHES ANCHOR BOLT BENDING IS INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 550.259 KIPS MAX BOLT COMPRESSION = -568.121 KIPS TOTAL NUMBER OF BOLTS IS 28 3.0000 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 6.4286 DEGREES THE ANGLE BETWEEN BOLTS IS 12.8571 DEGREES ANCHOR BOLT UNITY = 0.8686 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 6752.9893 IN. KIPS 7.0000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 117.5000 INCHES PLATE ID = 87.5000 INCHES BASE PLATE WEIGHT = 9923.3 Pounds 110.0000 BOLT CIRCLE WITH 12.3161 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.654 6.158 36.179 5.9642 6.4286 2 51.914 18.165 159.479 5.3512 19.2857 3 46.570 29.262 274.335 6.2715 32.1429 4 38.891 38.891 374.987 4.4359 45.0000 5 29.262 46.570 456.387 6.2715 57.8571 6 18.165 51.914 514.454 5.3512 70.7143 7 6.158 54.654 546.277 5.9642 83.5714 8 -6.158 54.654 550.259 5.9642 96.4286 9 -18.165 51.914 526.201 5.3512 109.2857 10 -29.262 46.570 475.310 6.2715 122.1429 11 -38.891 38.891 400.136 4.4359 135.0000 12 -46.570 29.262 304.450 6.2715 147.8571 13 -51.914 18.165 193.050 5.3512 160.7143 14 -54.654 6.158 71.522 5.9642 173.5714 15 -54.654 -6.158 -54.041 5.9642 186.4286 16 -51.914 -18.165 -177.341 5.3512 199.2857 17 -46.570 -29.262 -292.197 6.2715 212.1429 18 -38.891 -38.891 -392.848 4.4359 225.0000 19 -29.262 -46.570 -474.249 6.2715 237.8571 20 -18.165 -51.914 -532.316 5.3512 250.7143 21 -6.158 -54.654 -564.139 5.9642 263.5714 22 6.158 -54.654 -568.121 5.9642 276.4286 23 18.165 -51.914 -544.063 5.3512 289.2857 24 29.262 -46.570 -493.171 6.2715 302.1429 25 38.891 -38.891 -417.998 4.4359 315.0000 26 46.570 -29.262 -322.312 6.2715 327.8571 27 51.914 -18.165 -210.912 5.3512 340.7143 28 54.654 -6.158 -89.384 5.9642 353.5714 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 Several Base Plates will be Designed for this Pole This version uses ASCE 48-11 anchor bolt unity checks and ASCE 48-11 Base Plate Thickness Design Assumptions THE RUN DATE IS 12 29 2021 THE RUN TIME IS 15:52:22 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 4.0000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 283.864 KIPS MAX BOLT COMPRESSION = -292.794 KIPS TOTAL NUMBER OF BOLTS IS 56 2.0000 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 3.2143 DEGREES THE ANGLE BETWEEN BOLTS IS 6.4286 DEGREES ANCHOR BOLT UNITY = 0.8842 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 5317.8311 IN. KIPS 5.5000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 112.0000 INCHES PLATE ID = 90.0000 INCHES BASE PLATE WEIGHT = 5634.0 Pounds 107.0000 BOLT CIRCLE WITH 5.9995 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 53.416 3.000 2.570 4.7258 3.2143 2 52.744 8.962 34.808 4.0541 9.6429 3 51.409 14.811 66.553 3.2369 16.0714 4 49.428 20.474 97.404 4.3523 22.5000 5 46.824 25.879 126.974 4.8006 28.9286 6 43.633 30.959 154.892 4.5763 35.3571 7 39.892 35.650 180.805 3.6821 41.7857 8 35.650 39.892 204.389 3.6821 48.2143 9 30.959 43.633 225.346 4.5763 54.6429 10 25.879 46.824 243.413 4.8006 61.0714 11 20.474 49.428 258.363 4.3523 67.5000 12 14.811 51.409 270.007 3.2369 73.9286 13 8.962 52.744 278.200 4.0541 80.3571 14 3.000 53.416 282.838 4.7258 86.7857 15 -3.000 53.416 283.864 4.7258 93.2143 16 -8.962 52.744 281.263 4.0541 99.6429 17 -14.811 51.409 275.069 3.2369 106.0714 18 -20.474 49.428 265.360 4.3523 112.5000 19 -25.879 46.824 252.258 4.8006 118.9286 20 -30.959 43.633 235.927 4.5763 125.3571 21 -35.650 39.892 216.573 3.6821 131.7857 22 -39.892 35.650 194.439 3.6821 138.2143 23 -43.633 30.959 169.804 4.5763 144.6429 24 -46.824 25.879 142.978 4.8006 151.0714 25 -49.428 20.474 114.297 4.3523 157.5000 26 -51.409 14.811 84.123 3.2369 163.9286 27 -52.744 8.962 52.835 4.0541 170.3571 28 -53.416 3.000 20.826 4.7258 176.7857 29 -53.416 -3.000 -11.501 4.7258 183.2143 30 -52.744 -8.962 -43.739 4.0541 189.6429 31 -51.409 -14.811 -75.484 3.2369 196.0714 32 -49.428 -20.474 -106.335 4.3523 202.5000 33 -46.824 -25.879 -135.905 4.8006 208.9286 34 -43.633 -30.959 -163.823 4.5763 215.3571 35 -39.892 -35.650 -189.736 3.6821 221.7857 36 -35.650 -39.892 -213.320 3.6821 228.2143 37 -30.959 -43.633 -234.277 4.5763 234.6429 38 -25.879 -46.824 -252.344 4.8006 241.0714 39 -20.474 -49.428 -267.293 4.3523 247.5000 40 -14.811 -51.409 -278.938 3.2369 253.9286 41 -8.962 -52.744 -287.131 4.0541 260.3571 42 -3.000 -53.416 -291.769 4.7258 266.7857 43 3.000 -53.416 -292.794 4.7258 273.2143 44 8.962 -52.744 -290.194 4.0541 279.6429 45 14.811 -51.409 -284.000 3.2369 286.0714 46 20.474 -49.428 -274.291 4.3523 292.5000 47 25.879 -46.824 -261.188 4.8006 298.9286 48 30.959 -43.632 -244.858 4.5763 305.3571 49 35.650 -39.892 -225.504 3.6821 311.7857 50 39.892 -35.650 -203.370 3.6821 318.2143 51 43.633 -30.959 -178.735 4.5763 324.6429 52 46.824 -25.879 -151.909 4.8006 331.0714 53 49.428 -20.474 -123.228 4.3523 337.5000 54 51.409 -14.811 -93.054 3.2369 343.9286 55 52.744 -8.962 -61.766 4.0541 350.3571 56 53.416 -3.000 -29.757 4.7258 356.7857 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 4.5000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 304.208 KIPS MAX BOLT COMPRESSION = -313.826 KIPS TOTAL NUMBER OF BOLTS IS 52 2.2500 INCH ANCHOR BOLT DIAMETER WITH 75.0 KSI YIELD STRESS ALLOWABLE 18J REBAR BOLTS THE INITIAL ANGLE IS 3.4615 DEGREES THE ANGLE BETWEEN BOLTS IS 6.9231 DEGREES ANCHOR BOLT UNITY = 0.9629 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 5689.2739 IN. KIPS 5.7500 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 113.0000 INCHES PLATE ID = 89.5000 INCHES BASE PLATE WEIGHT = 6307.3 Pounds 107.5000 BOLT CIRCLE WITH 6.4907 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 53.652 3.245 4.066 4.9619 3.4615 2 52.870 9.689 41.249 4.1796 10.3846 3 51.316 15.991 77.760 3.7466 17.3077 4 49.015 22.060 113.068 4.7878 24.2308 5 45.998 27.807 146.657 5.0491 31.1538 6 42.311 33.149 178.036 4.5268 38.0769 7 38.007 38.007 206.750 3.2285 45.0000 8 33.149 42.311 232.379 4.5268 51.9231 9 27.807 45.998 254.549 5.0491 58.8462 10 22.060 49.015 272.936 4.7877 65.7692 11 15.991 51.316 287.274 3.7466 72.6923 12 9.689 52.870 297.353 4.1796 79.6154 13 3.245 53.652 303.025 4.9619 86.5385 14 -3.245 53.652 304.208 4.9619 93.4615 15 -9.689 52.870 300.885 4.1796 100.3846 16 -15.991 51.316 293.105 3.7466 107.3077 17 -22.060 49.015 280.980 4.7878 114.2308 18 -27.807 45.998 264.688 5.0491 121.1539 19 -33.149 42.311 244.466 4.5268 128.0769 20 -38.007 38.007 220.609 3.2285 135.0000 21 -42.311 33.149 193.465 4.5268 141.9231 22 -45.998 27.807 163.429 5.0491 148.8462 23 -49.015 22.060 130.940 4.7877 155.7692 24 -51.316 15.991 96.472 3.7466 162.6923 25 -52.870 9.689 60.527 4.1796 169.6154 26 -53.652 3.245 23.629 4.9619 176.5385 27 -53.652 -3.245 -13.684 4.9619 183.4615 28 -52.870 -9.689 -50.867 4.1796 190.3846 29 -51.316 -15.991 -87.378 3.7466 197.3077 30 -49.015 -22.060 -122.686 4.7878 204.2308 31 -45.998 -27.807 -156.274 5.0491 211.1538 32 -42.311 -33.149 -187.654 4.5268 218.0769 33 -38.007 -38.007 -216.368 3.2285 225.0000 34 -33.149 -42.311 -241.997 4.5268 231.9231 35 -27.807 -45.998 -264.166 5.0491 238.8462 36 -22.060 -49.015 -282.554 4.7877 245.7692 37 -15.991 -51.316 -296.892 3.7466 252.6923 38 -9.689 -52.870 -306.970 4.1796 259.6154 39 -3.245 -53.652 -312.643 4.9619 266.5385 40 3.245 -53.652 -313.826 4.9619 273.4615 41 9.689 -52.870 -310.503 4.1796 280.3846 42 15.991 -51.316 -302.723 3.7466 287.3077 43 22.060 -49.015 -290.598 4.7877 294.2308 44 27.807 -45.998 -274.306 5.0491 301.1539 45 33.149 -42.311 -254.084 4.5268 308.0769 46 38.007 -38.007 -230.227 3.2285 315.0000 47 42.311 -33.149 -203.082 4.5268 321.9231 48 45.998 -27.807 -173.047 5.0491 328.8462 49 49.015 -22.060 -140.558 4.7877 335.7693 50 51.316 -15.991 -106.090 3.7466 342.6923 51 52.870 -9.689 -70.145 4.1796 349.6154 52 53.652 -3.245 -33.247 4.9619 356.5385 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 4.5000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 359.382 KIPS MAX BOLT COMPRESSION = -370.748 KIPS TOTAL NUMBER OF BOLTS IS 44 2.2500 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 4.0909 DEGREES THE ANGLE BETWEEN BOLTS IS 8.1818 DEGREES ANCHOR BOLT UNITY = 0.8601 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 6420.2876 IN. KIPS 6.0000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 113.0000 INCHES PLATE ID = 89.5000 INCHES BASE PLATE WEIGHT = 6581.5 Pounds 107.5000 BOLT CIRCLE WITH 7.6690 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 53.613 3.834 8.816 4.9231 4.0909 2 52.522 11.425 60.622 3.8316 12.2727 3 50.361 18.784 111.079 4.3158 20.4545 4 47.175 25.760 159.159 5.0448 28.6364 5 43.029 32.211 203.883 4.6799 36.8182 6 38.007 38.007 244.341 3.2285 45.0000 7 32.211 43.029 279.709 4.6799 53.1818 8 25.760 47.175 309.268 5.0448 61.3636 9 18.784 50.361 332.415 4.3158 69.5454 10 11.425 52.522 348.679 3.8316 77.7273 11 3.834 53.613 357.729 4.9231 85.9091 12 -3.834 53.613 359.382 4.9231 94.0909 13 -11.425 52.522 353.602 3.8316 102.2727 14 -18.784 50.361 340.509 4.3158 110.4545 15 -25.760 47.175 320.368 5.0448 118.6364 16 -32.211 43.029 293.590 4.6799 126.8182 17 -38.007 38.007 260.719 3.2285 135.0000 18 -43.029 32.211 222.426 4.6799 143.1818 19 -47.175 25.760 179.488 5.0448 151.3636 20 -50.361 18.784 132.781 4.3158 159.5455 21 -52.522 11.425 83.256 3.8316 167.7273 22 -53.613 3.834 31.919 4.9231 175.9091 23 -53.613 -3.834 -20.182 4.9231 184.0909 24 -52.522 -11.425 -71.989 3.8316 192.2727 25 -50.361 -18.784 -122.446 4.3158 200.4545 26 -47.175 -25.760 -170.525 5.0448 208.6364 27 -43.029 -32.211 -215.250 4.6799 216.8182 28 -38.007 -38.007 -255.708 3.2285 225.0000 29 -32.211 -43.029 -291.076 4.6799 233.1818 30 -25.760 -47.175 -320.634 5.0448 241.3636 31 -18.784 -50.361 -343.781 4.3158 249.5454 32 -11.425 -52.522 -360.045 3.8316 257.7272 33 -3.834 -53.613 -369.096 4.9231 265.9091 34 3.834 -53.613 -370.748 4.9231 274.0909 35 11.425 -52.522 -364.969 3.8317 282.2727 36 18.784 -50.361 -351.876 4.3158 290.4545 37 25.760 -47.175 -331.735 5.0448 298.6363 38 32.211 -43.029 -304.957 4.6799 306.8181 39 38.007 -38.007 -272.086 3.2285 315.0000 40 43.029 -32.211 -233.792 4.6799 323.1818 41 47.175 -25.760 -190.855 5.0448 331.3636 42 50.361 -18.784 -144.148 4.3158 339.5454 43 52.522 -11.425 -94.622 3.8316 347.7272 44 53.613 -3.834 -43.286 4.9231 355.9091 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 5.0000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 434.783 KIPS MAX BOLT COMPRESSION = -448.675 KIPS TOTAL NUMBER OF BOLTS IS 36 2.5000 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 5.0000 DEGREES THE ANGLE BETWEEN BOLTS IS 10.0000 DEGREES ANCHOR BOLT UNITY = 0.8079 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 6401.9668 IN. KIPS 6.0000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 115.0000 INCHES PLATE ID = 88.5000 INCHES BASE PLATE WEIGHT = 7458.4 Pounds 108.5000 BOLT CIRCLE WITH 9.4564 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.044 4.728 17.622 5.3536 5.0000 2 52.401 14.041 93.955 3.7115 15.0000 3 49.167 22.927 167.221 5.3536 25.0000 4 44.439 31.117 235.195 5.3536 35.0000 5 38.361 38.361 295.812 3.7115 45.0000 6 31.117 44.439 347.230 5.3536 55.0000 7 22.927 49.167 387.887 5.3536 65.0000 8 14.041 52.401 416.546 3.7115 75.0000 9 4.728 54.044 432.338 5.3536 85.0000 10 -4.728 54.044 434.783 5.3536 95.0000 11 -14.041 52.401 423.805 3.7115 105.0000 12 -22.927 49.167 399.740 5.3536 115.0000 13 -31.117 44.439 363.318 5.3536 125.0000 14 -38.361 38.361 315.645 3.7115 135.0000 15 -44.439 31.117 258.171 5.3536 145.0000 16 -49.167 22.927 192.641 5.3536 155.0000 17 -52.401 14.041 121.047 3.7115 165.0000 18 -54.044 4.728 45.564 5.3536 175.0000 19 -54.044 -4.728 -31.515 5.3536 185.0000 20 -52.401 -14.041 -107.847 3.7115 195.0000 21 -49.167 -22.927 -181.113 5.3536 205.0000 22 -44.439 -31.117 -249.088 5.3536 215.0000 23 -38.361 -38.361 -309.705 3.7115 225.0000 24 -31.117 -44.439 -361.123 5.3536 235.0000 25 -22.927 -49.167 -401.779 5.3536 245.0000 26 -14.041 -52.401 -430.439 3.7115 255.0000 27 -4.728 -54.044 -446.230 5.3536 265.0000 28 4.728 -54.044 -448.675 5.3536 275.0000 29 14.041 -52.401 -437.698 3.7115 285.0000 30 22.927 -49.167 -413.633 5.3536 295.0000 31 31.117 -44.439 -377.210 5.3536 305.0000 32 38.361 -38.361 -329.538 3.7115 315.0000 33 44.439 -31.117 -272.063 5.3536 325.0000 34 49.167 -22.927 -206.533 5.3536 335.0000 35 52.401 -14.041 -134.939 3.7115 345.0000 36 54.044 -4.728 -59.456 5.3536 355.0000 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 5.5000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 555.416 KIPS MAX BOLT COMPRESSION = -573.278 KIPS TOTAL NUMBER OF BOLTS IS 28 2.7500 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 6.4286 DEGREES THE ANGLE BETWEEN BOLTS IS 12.8571 DEGREES ANCHOR BOLT UNITY = 0.8843 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 6246.6045 IN. KIPS 6.0000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 116.0000 INCHES PLATE ID = 88.0000 INCHES BASE PLATE WEIGHT = 7899.9 Pounds 109.0000 BOLT CIRCLE WITH 12.2041 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.157 6.102 36.595 5.4673 6.4286 2 51.442 18.000 161.032 4.8599 19.2857 3 46.146 28.996 276.947 5.7719 32.1429 4 38.537 38.537 378.527 3.9530 45.0000 5 28.996 46.146 460.678 5.7719 57.8571 6 18.000 51.442 519.281 4.8599 70.7143 7 6.102 54.157 551.397 5.4673 83.5714 8 -6.102 54.157 555.416 5.4673 96.4286 9 -18.000 51.442 531.136 4.8599 109.2857 10 -28.996 46.146 479.775 5.7719 122.1429 11 -38.537 38.537 403.908 3.9530 135.0000 12 -46.146 28.996 307.340 5.7719 147.8571 13 -51.442 18.000 194.913 4.8599 160.7143 14 -54.157 6.102 72.264 5.4673 173.5714 15 -54.157 -6.102 -54.457 5.4673 186.4286 16 -51.442 -18.000 -178.894 4.8599 199.2857 17 -46.146 -28.996 -294.809 5.7719 212.1429 18 -38.537 -38.537 -396.389 3.9530 225.0000 19 -28.996 -46.146 -478.540 5.7719 237.8571 20 -18.000 -51.442 -537.142 4.8599 250.7143 21 -6.102 -54.157 -569.259 5.4673 263.5714 22 6.102 -54.157 -573.278 5.4673 276.4286 23 18.000 -51.442 -548.998 4.8599 289.2857 24 28.996 -46.146 -497.637 5.7719 302.1429 25 38.537 -38.537 -421.770 3.9530 315.0000 26 46.146 -28.996 -325.202 5.7719 327.8571 27 51.442 -18.000 -212.774 4.8599 340.7143 28 54.157 -6.102 -90.126 5.4673 353.5714 1 Start new plate solution BASE PLATE DESIGN MX = 13697.139 INCH KIPS MY = 431881.375 INCH KIPS AXIAL LOAD = 250.064 KIPS VX = 18.372 KIPS VY = 327.683 KIPS POLE SIZE = 97.3800 INCHES ACROSS FLATS POLE SHAFT THICKNESS = 0.8750 INCHES NUMBER OF SIDES IS 12 MAXIMUM GAP BETWEEN THE TOC AND BOTTOM OF BASEPLATE IS 6.0000 INCHES ANCHOR BOLT BENDING IS NOT INCLUDED IN THE UNITY CHECK MAX BOLT TENSION = 640.871 KIPS MAX BOLT COMPRESSION = -661.710 KIPS TOTAL NUMBER OF BOLTS IS 24 3.0000 INCH ANCHOR BOLT DIAMETER WITH 105.0 KSI YIELD STRESS ALLOWABLE THE INITIAL ANGLE IS 7.5000 DEGREES THE ANGLE BETWEEN BOLTS IS 15.0000 DEGREES ANCHOR BOLT UNITY = 0.8192 Bend DISTANCE ON BASE PLATE = 26.093 INCHES based on ASCE 48-11 MAX PLATE MOMENT = 7696.4395 IN. KIPS 7.5000 INCH PLATE THICKNESS from ASTM A572 Gr 50 BASE PLATE MATERIAL STRENGTH = 42.0 KSI PLATE OD = 117.5000 INCHES PLATE ID = 87.5000 INCHES BASE PLATE WEIGHT = 10632.1 Pounds 110.0000 BOLT CIRCLE WITH 14.3579 INCHES SPACING BETWEEN BOLTS BOLT NUMBER X COORD Y COORD LOAD MOMENT ARM ANGLE FROM X AXIS 1 54.529 7.179 54.398 5.8395 7.5000 2 50.813 21.048 220.756 5.8395 22.5000 3 43.634 33.482 371.360 5.8395 37.5000 4 33.482 43.634 495.945 5.8395 52.5000 5 21.048 50.813 586.023 5.8395 67.5000 6 7.179 54.529 635.455 5.8395 82.5000 7 -7.179 54.529 640.871 5.8395 97.5000 8 -21.048 50.813 601.903 5.8395 112.5000 9 -33.482 43.634 521.206 5.8395 127.5000 10 -43.634 33.482 404.279 5.8395 142.5000 11 -50.813 21.048 259.092 5.8395 157.5000 12 -54.529 7.179 95.538 5.8395 172.5000 13 -54.529 -7.179 -75.237 5.8395 187.5000 14 -50.813 -21.048 -241.595 5.8395 202.5000 15 -43.634 -33.482 -392.198 5.8395 217.5000 16 -33.482 -43.634 -516.784 5.8395 232.5000 17 -21.048 -50.813 -606.862 5.8395 247.5000 18 -7.179 -54.529 -656.294 5.8395 262.5000 19 7.179 -54.529 -661.710 5.8395 277.5000 20 21.048 -50.813 -622.741 5.8395 292.5000 21 33.482 -43.634 -542.044 5.8395 307.5000 22 43.634 -33.482 -425.118 5.8395 322.5000 23 50.813 -21.048 -279.930 5.8395 337.5000 24 54.529 -7.179 -116.376 5.8395 352.5000 1 SUMMARY OF BASE PLATES DESIGNED WITH BOLT BENDING CONSIDERED Max Gap is 2.500 Bolt Diameters NUM BLTS DIAM ALLOW BOLT CIR THICK PLATE OD PLATE ID WEIGHT 52. 2.250 105. 107.50 5.750 113.000 89.500 6307. 40. 2.500 105. 108.50 7.500 115.000 88.500 9323. 32. 2.750 105. 109.00 7.000 116.000 88.000 9217. 28. 3.000 105. 110.00 7.000 117.500 87.500 9923. SUMMARY OF BASE PLATES DESIGNED WITH BOLT BENDING NOT CONSIDERED Max Gap is 2.000 Bolt Diameters NUM BLTS DIAM ALLOW BOLT CIR THICK PLATE OD PLATE ID WEIGHT 56. 2.000 105. 107.00 5.500 112.000 90.000 5634. 52. 2.250 75. 107.50 5.750 113.000 89.500 6307. 44. 2.250 105. 107.50 6.000 113.000 89.500 6582. 36. 2.500 105. 108.50 6.000 115.000 88.500 7458. 28. 2.750 105. 109.00 6.000 116.000 88.000 7900. 24. 3.000 105. 110.00 7.500 117.500 87.500 10632. This design routine is based on the maximum possible bending moment based on the pole shaft geometry. It is up to the designer to choose one of the plate designs and input the base plate values into PLS-POLE This routine uses the methods in ASCE 48-2011 This post-processor was written by George Watson to read the XML file saved by PLS-POLE in C:\PLS\TEMP\POSTPROC.XML