2 coulumn in deformation recorder data

[shahroozbral]

Dear Sirs
wishing you a good day,
I have modeled a 3-storey , 3-bay dual frame with BRB. I used WFSection2d section to model W-Section to use them as nolinearbeamcolumn.
I have recorders for Deformation and LocalForce of nolinearbeamcolumn but Deformation output file just have 2 columns , not more.
please let me know what the mistake is in below code:

wipe all
model basic -ndm 2 -ndf 3
setMaxOpenFiles 2048
node 11 0.000000 0.000000
node 12 3.000000 0.000000
node 13 6.000000 0.000000
node 14 9.000000 0.000000
node 21 0.000000 3.200000
node 22 3.000000 3.200000
node 23 6.000000 3.200000
node 24 9.000000 3.200000
node 31 0.000000 6.400000
node 32 3.000000 6.400000
node 33 6.000000 6.400000
node 34 9.000000 6.400000
node 41 0.000000 9.600000
node 42 3.000000 9.600000
node 43 6.000000 9.600000
node 44 9.000000 9.600000
node 212 4.500000 3.200000
node 222 4.500000 6.400000
node 232 4.500000 9.600000

fix 11 1 1 1
fix 12 1 1 1
fix 13 1 1 1
fix 14 1 1 1

equalDOF 21 22 1
equalDOF 21 23 1
equalDOF 21 24 1
equalDOF 31 32 1
equalDOF 31 33 1
equalDOF 31 34 1
equalDOF 41 42 1
equalDOF 41 43 1
equalDOF 41 44 1
equalDOF 21 212 1
equalDOF 31 222 1
equalDOF 41 232 1

geomTransf PDelta 1
geomTransf PDelta 2
uniaxialMaterial Steel02 1 24000000.000000 21000000000.000000 0.010000 15 0.925000 0.150000
uniaxialMaterial Steel02 2 35000000.000000 21000000000.000000 0.010000 15 0.925000 0.150000

#Column Sections
section WFSection2d 201 1 0.1 0.006 0.1 0.01 10 3
section WFSection2d 202 1 0.12 0.0065 0.12 0.011 12 3
section WFSection2d 203 1 0.14 0.007 0.14 0.012 14 3
section WFSection2d 204 1 0.16 0.008 0.16 0.013 16 3
section WFSection2d 205 1 0.18 0.0085 0.18 0.014 18 3
section WFSection2d 206 1 0.2 0.009 0.2 0.015 20 3
section WFSection2d 207 1 0.22 0.0095 0.22 0.016 22 3
section WFSection2d 208 1 0.24 0.01 0.24 0.017 24 3
section WFSection2d 209 1 0.26 0.01 0.26 0.0175 26 3
section WFSection2d 210 1 0.28 0.0105 0.28 0.018 28 3
section WFSection2d 211 1 0.3 0.011 0.3 0.019 30 3
section WFSection2d 212 1 0.32 0.0115 0.3 0.0205 32 3
section WFSection2d 213 1 0.34 0.012 0.3 0.0215 34 3
section WFSection2d 214 1 0.36 0.0125 0.3 0.0225 36 3
section WFSection2d 215 1 0.4 0.0135 0.3 0.024 40 3
section WFSection2d 216 1 0.45 0.014 0.3 0.026 45 3
section WFSection2d 217 1 0.5 0.0145 0.3 0.028 50 3
section WFSection2d 218 1 0.55 0.015 0.3 0.029 55 3
section WFSection2d 219 1 0.6 0.0155 0.3 0.03 60 3
section WFSection2d 220 1 0.65 0.016 0.3 0.031 65 3
section WFSection2d 221 1 0.7 0.017 0.3 0.032 70 3
section WFSection2d 222 1 0.8 0.0175 0.3 0.033 80 3
section WFSection2d 223 1 0.9 0.0185 0.3 0.035 90 3
section WFSection2d 224 1 1 0.019 0.3 0.036 100 3
#Beam Sections
section WFSection2d 101 1 0.1 0.0041 0.055 0.0057 10 3
section WFSection2d 102 1 0.12 0.0044 0.064 0.0063 12 3
section WFSection2d 103 1 0.14 0.0047 0.073 0.0069 14 3
section WFSection2d 104 1 0.16 0.005 0.082 0.0074 16 3
section WFSection2d 105 1 0.18 0.0053 0.091 0.008 18 3
section WFSection2d 106 1 0.2 0.0056 0.1 0.0085 20 3
section WFSection2d 107 1 0.22 0.0059 0.11 0.0092 22 3
section WFSection2d 108 1 0.24 0.0062 0.12 0.0098 24 3
section WFSection2d 109 1 0.27 0.0066 0.135 0.0102 27 3
section WFSection2d 110 1 0.3 0.0071 0.15 0.0107 30 3
section WFSection2d 111 1 0.33 0.0075 0.16 0.0115 33 3
section WFSection2d 112 1 0.36 0.008 0.17 0.0127 36 3
section WFSection2d 113 1 0.4 0.0086 0.18 0.0135 40 3
section WFSection2d 114 1 0.45 0.0094 0.19 0.0146 45 3
section WFSection2d 115 1 0.5 0.0102 0.2 0.016 50 3
section WFSection2d 116 1 0.55 0.0111 0.21 0.0172 55 3
section WFSection2d 117 1 0.6 0.012 0.22 0.019 60 3
#BRB Sections
section Fiber 301 {
patch quad 2 10 4 -2.500000e-02 -5.000000e-03 2.500000e-02 -5.000000e-03 2.500000e-02 5.000000e-03 -2.500000e-02 5.000000e-03
}
section Fiber 302 {
patch quad 2 10 4 -2.750000e-02 -5.500000e-03 2.750000e-02 -5.500000e-03 2.750000e-02 5.500000e-03 -2.750000e-02 5.500000e-03
}
section Fiber 303 {
patch quad 2 10 4 -2.500000e-02 -6.500000e-03 2.500000e-02 -6.500000e-03 2.500000e-02 6.500000e-03 -2.500000e-02 6.500000e-03
}
section Fiber 304 {
patch quad 2 10 4 -3.000000e-02 -6.000000e-03 3.000000e-02 -6.000000e-03 3.000000e-02 6.000000e-03 -3.000000e-02 6.000000e-03
}
section Fiber 305 {
patch quad 2 10 4 -2.500000e-02 -7.500000e-03 2.500000e-02 -7.500000e-03 2.500000e-02 7.500000e-03 -2.500000e-02 7.500000e-03
}
section Fiber 306 {
patch quad 2 10 4 -2.750000e-02 -7.000000e-03 2.750000e-02 -7.000000e-03 2.750000e-02 7.000000e-03 -2.750000e-02 7.000000e-03
}
section Fiber 307 {
patch quad 2 10 4 -3.250000e-02 -6.500000e-03 3.250000e-02 -6.500000e-03 3.250000e-02 6.500000e-03 -3.250000e-02 6.500000e-03
}
section Fiber 308 {
patch quad 2 10 4 -3.000000e-02 -7.500000e-03 3.000000e-02 -7.500000e-03 3.000000e-02 7.500000e-03 -3.000000e-02 7.500000e-03
}
section Fiber 309 {
patch quad 2 10 4 -2.750000e-02 -8.500000e-03 2.750000e-02 -8.500000e-03 2.750000e-02 8.500000e-03 -2.750000e-02 8.500000e-03
}
section Fiber 310 {
patch quad 2 10 4 -3.500000e-02 -7.000000e-03 3.500000e-02 -7.000000e-03 3.500000e-02 7.000000e-03 -3.500000e-02 7.000000e-03
}
section Fiber 311 {
patch quad 2 10 4 -3.250000e-02 -8.000000e-03 3.250000e-02 -8.000000e-03 3.250000e-02 8.000000e-03 -3.250000e-02 8.000000e-03
}
section Fiber 312 {
patch quad 2 10 4 -3.000000e-02 -9.000000e-03 3.000000e-02 -9.000000e-03 3.000000e-02 9.000000e-03 -3.000000e-02 9.000000e-03
}
section Fiber 313 {
patch quad 2 10 4 -3.500000e-02 -9.000000e-03 3.500000e-02 -9.000000e-03 3.500000e-02 9.000000e-03 -3.500000e-02 9.000000e-03
}
section Fiber 314 {
patch quad 2 10 4 -4.000000e-02 -8.000000e-03 4.000000e-02 -8.000000e-03 4.000000e-02 8.000000e-03 -4.000000e-02 8.000000e-03
}
section Fiber 315 {
patch quad 2 10 4 -3.250000e-02 -1.000000e-02 3.250000e-02 -1.000000e-02 3.250000e-02 1.000000e-02 -3.250000e-02 1.000000e-02
}
section Fiber 316 {
patch quad 2 10 4 -4.250000e-02 -8.500000e-03 4.250000e-02 -8.500000e-03 4.250000e-02 8.500000e-03 -4.250000e-02 8.500000e-03
}
section Fiber 317 {
patch quad 2 10 4 -3.500000e-02 -1.050000e-02 3.500000e-02 -1.050000e-02 3.500000e-02 1.050000e-02 -3.500000e-02 1.050000e-02
}
section Fiber 318 {
patch quad 2 10 4 -4.000000e-02 -1.000000e-02 4.000000e-02 -1.000000e-02 4.000000e-02 1.000000e-02 -4.000000e-02 1.000000e-02
}
section Fiber 319 {
patch quad 2 10 4 -4.500000e-02 -9.000000e-03 4.500000e-02 -9.000000e-03 4.500000e-02 9.000000e-03 -4.500000e-02 9.000000e-03
}
section Fiber 320 {
patch quad 2 10 4 -4.250000e-02 -1.050000e-02 4.250000e-02 -1.050000e-02 4.250000e-02 1.050000e-02 -4.250000e-02 1.050000e-02
}
section Fiber 321 {
patch quad 2 10 4 -4.750000e-02 -9.500000e-03 4.750000e-02 -9.500000e-03 4.750000e-02 9.500000e-03 -4.750000e-02 9.500000e-03
}
section Fiber 322 {
patch quad 2 10 4 -4.000000e-02 -1.200000e-02 4.000000e-02 -1.200000e-02 4.000000e-02 1.200000e-02 -4.000000e-02 1.200000e-02
}
section Fiber 323 {
patch quad 2 10 4 -5.000000e-02 -1.000000e-02 5.000000e-02 -1.000000e-02 5.000000e-02 1.000000e-02 -5.000000e-02 1.000000e-02
}
section Fiber 324 {
patch quad 2 10 4 -4.500000e-02 -1.150000e-02 4.500000e-02 -1.150000e-02 4.500000e-02 1.150000e-02 -4.500000e-02 1.150000e-02
}
section Fiber 325 {
patch quad 2 10 4 -5.250000e-02 -1.050000e-02 5.250000e-02 -1.050000e-02 5.250000e-02 1.050000e-02 -5.250000e-02 1.050000e-02
}
section Fiber 326 {
patch quad 2 10 4 -4.250000e-02 -1.300000e-02 4.250000e-02 -1.300000e-02 4.250000e-02 1.300000e-02 -4.250000e-02 1.300000e-02
}
section Fiber 327 {
patch quad 2 10 4 -4.750000e-02 -1.200000e-02 4.750000e-02 -1.200000e-02 4.750000e-02 1.200000e-02 -4.750000e-02 1.200000e-02
}
section Fiber 328 {
patch quad 2 10 4 -5.500000e-02 -1.100000e-02 5.500000e-02 -1.100000e-02 5.500000e-02 1.100000e-02 -5.500000e-02 1.100000e-02
}
section Fiber 329 {
patch quad 2 10 4 -4.500000e-02 -1.350000e-02 4.500000e-02 -1.350000e-02 4.500000e-02 1.350000e-02 -4.500000e-02 1.350000e-02
}
section Fiber 330 {
patch quad 2 10 4 -5.000000e-02 -1.250000e-02 5.000000e-02 -1.250000e-02 5.000000e-02 1.250000e-02 -5.000000e-02 1.250000e-02
}
section Fiber 331 {
patch quad 2 10 4 -5.750000e-02 -1.150000e-02 5.750000e-02 -1.150000e-02 5.750000e-02 1.150000e-02 -5.750000e-02 1.150000e-02
}
section Fiber 332 {
patch quad 2 10 4 -5.250000e-02 -1.300000e-02 5.250000e-02 -1.300000e-02 5.250000e-02 1.300000e-02 -5.250000e-02 1.300000e-02
}
section Fiber 333 {
patch quad 2 10 4 -4.750000e-02 -1.450000e-02 4.750000e-02 -1.450000e-02 4.750000e-02 1.450000e-02 -4.750000e-02 1.450000e-02
}
section Fiber 334 {
patch quad 2 10 4 -6.000000e-02 -1.200000e-02 6.000000e-02 -1.200000e-02 6.000000e-02 1.200000e-02 -6.000000e-02 1.200000e-02
}
section Fiber 335 {
patch quad 2 10 4 -5.000000e-02 -1.500000e-02 5.000000e-02 -1.500000e-02 5.000000e-02 1.500000e-02 -5.000000e-02 1.500000e-02
}
section Fiber 336 {
patch quad 2 10 4 -5.500000e-02 -1.400000e-02 5.500000e-02 -1.400000e-02 5.500000e-02 1.400000e-02 -5.500000e-02 1.400000e-02
}
section Fiber 337 {
patch quad 2 10 4 -6.250000e-02 -1.250000e-02 6.250000e-02 -1.250000e-02 6.250000e-02 1.250000e-02 -6.250000e-02 1.250000e-02
}
section Fiber 338 {
patch quad 2 10 4 -5.750000e-02 -1.450000e-02 5.750000e-02 -1.450000e-02 5.750000e-02 1.450000e-02 -5.750000e-02 1.450000e-02
}
section Fiber 339 {
patch quad 2 10 4 -5.250000e-02 -1.600000e-02 5.250000e-02 -1.600000e-02 5.250000e-02 1.600000e-02 -5.250000e-02 1.600000e-02
}
section Fiber 340 {
patch quad 2 10 4 -6.500000e-02 -1.300000e-02 6.500000e-02 -1.300000e-02 6.500000e-02 1.300000e-02 -6.500000e-02 1.300000e-02
}
section Fiber 341 {
patch quad 2 10 4 -6.000000e-02 -1.500000e-02 6.000000e-02 -1.500000e-02 6.000000e-02 1.500000e-02 -6.000000e-02 1.500000e-02
}
section Fiber 342 {
patch quad 2 10 4 -5.500000e-02 -1.650000e-02 5.500000e-02 -1.650000e-02 5.500000e-02 1.650000e-02 -5.500000e-02 1.650000e-02
}
section Fiber 343 {
patch quad 2 10 4 -6.750000e-02 -1.350000e-02 6.750000e-02 -1.350000e-02 6.750000e-02 1.350000e-02 -6.750000e-02 1.350000e-02
}
section Fiber 344 {
patch quad 2 10 4 -6.250000e-02 -1.550000e-02 6.250000e-02 -1.550000e-02 6.250000e-02 1.550000e-02 -6.250000e-02 1.550000e-02
}
section Fiber 345 {
patch quad 2 10 4 -7.000000e-02 -1.400000e-02 7.000000e-02 -1.400000e-02 7.000000e-02 1.400000e-02 -7.000000e-02 1.400000e-02
}
section Fiber 346 {
patch quad 2 10 4 -5.750000e-02 -1.750000e-02 5.750000e-02 -1.750000e-02 5.750000e-02 1.750000e-02 -5.750000e-02 1.750000e-02
}
section Fiber 347 {
patch quad 2 10 4 -7.250000e-02 -1.450000e-02 7.250000e-02 -1.450000e-02 7.250000e-02 1.450000e-02 -7.250000e-02 1.450000e-02
}
section Fiber 348 {
patch quad 2 10 4 -6.500000e-02 -1.650000e-02 6.500000e-02 -1.650000e-02 6.500000e-02 1.650000e-02 -6.500000e-02 1.650000e-02
}
section Fiber 349 {
patch quad 2 10 4 -6.000000e-02 -1.800000e-02 6.000000e-02 -1.800000e-02 6.000000e-02 1.800000e-02 -6.000000e-02 1.800000e-02
}
section Fiber 350 {
patch quad 2 10 4 -7.500000e-02 -1.500000e-02 7.500000e-02 -1.500000e-02 7.500000e-02 1.500000e-02 -7.500000e-02 1.500000e-02
}
section Fiber 351 {
patch quad 2 10 4 -6.750000e-02 -1.700000e-02 6.750000e-02 -1.700000e-02 6.750000e-02 1.700000e-02 -6.750000e-02 1.700000e-02
}
section Fiber 352 {
patch quad 2 10 4 -6.250000e-02 -1.900000e-02 6.250000e-02 -1.900000e-02 6.250000e-02 1.900000e-02 -6.250000e-02 1.900000e-02
}
section Fiber 353 {
patch quad 2 10 4 -7.750000e-02 -1.550000e-02 7.750000e-02 -1.550000e-02 7.750000e-02 1.550000e-02 -7.750000e-02 1.550000e-02
}
section Fiber 354 {
patch quad 2 10 4 -7.000000e-02 -1.750000e-02 7.000000e-02 -1.750000e-02 7.000000e-02 1.750000e-02 -7.000000e-02 1.750000e-02
}
section Fiber 355 {
patch quad 2 10 4 -6.500000e-02 -1.950000e-02 6.500000e-02 -1.950000e-02 6.500000e-02 1.950000e-02 -6.500000e-02 1.950000e-02
}
section Fiber 356 {
patch quad 2 10 4 -8.000000e-02 -1.600000e-02 8.000000e-02 -1.600000e-02 8.000000e-02 1.600000e-02 -8.000000e-02 1.600000e-02
}
section Fiber 357 {
patch quad 2 10 4 -7.250000e-02 -1.800000e-02 7.250000e-02 -1.800000e-02 7.250000e-02 1.800000e-02 -7.250000e-02 1.800000e-02
}
section Fiber 358 {
patch quad 2 10 4 -8.250000e-02 -1.650000e-02 8.250000e-02 -1.650000e-02 8.250000e-02 1.650000e-02 -8.250000e-02 1.650000e-02
}
section Fiber 359 {
patch quad 2 10 4 -6.750000e-02 -2.050000e-02 6.750000e-02 -2.050000e-02 6.750000e-02 2.050000e-02 -6.750000e-02 2.050000e-02
}
section Fiber 360 {
patch quad 2 10 4 -7.500000e-02 -1.900000e-02 7.500000e-02 -1.900000e-02 7.500000e-02 1.900000e-02 -7.500000e-02 1.900000e-02
}
section Fiber 361 {
patch quad 2 10 4 -8.500000e-02 -1.700000e-02 8.500000e-02 -1.700000e-02 8.500000e-02 1.700000e-02 -8.500000e-02 1.700000e-02
}
section Fiber 362 {
patch quad 2 10 4 -7.000000e-02 -2.100000e-02 7.000000e-02 -2.100000e-02 7.000000e-02 2.100000e-02 -7.000000e-02 2.100000e-02
}
section Fiber 363 {
patch quad 2 10 4 -7.750000e-02 -1.950000e-02 7.750000e-02 -1.950000e-02 7.750000e-02 1.950000e-02 -7.750000e-02 1.950000e-02
}
section Fiber 364 {
patch quad 2 10 4 -8.750000e-02 -1.750000e-02 8.750000e-02 -1.750000e-02 8.750000e-02 1.750000e-02 -8.750000e-02 1.750000e-02
}
section Fiber 365 {
patch quad 2 10 4 -7.250000e-02 -2.200000e-02 7.250000e-02 -2.200000e-02 7.250000e-02 2.200000e-02 -7.250000e-02 2.200000e-02
}
section Fiber 366 {
patch quad 2 10 4 -8.000000e-02 -2.000000e-02 8.000000e-02 -2.000000e-02 8.000000e-02 2.000000e-02 -8.000000e-02 2.000000e-02
}
section Fiber 367 {
patch quad 2 10 4 -9.000000e-02 -1.800000e-02 9.000000e-02 -1.800000e-02 9.000000e-02 1.800000e-02 -9.000000e-02 1.800000e-02
}
section Fiber 368 {
patch quad 2 10 4 -7.500000e-02 -2.250000e-02 7.500000e-02 -2.250000e-02 7.500000e-02 2.250000e-02 -7.500000e-02 2.250000e-02
}
section Fiber 369 {
patch quad 2 10 4 -8.250000e-02 -2.050000e-02 8.250000e-02 -2.050000e-02 8.250000e-02 2.050000e-02 -8.250000e-02 2.050000e-02
}
section Fiber 370 {
patch quad 2 10 4 -9.250000e-02 -1.850000e-02 9.250000e-02 -1.850000e-02 9.250000e-02 1.850000e-02 -9.250000e-02 1.850000e-02
}
section Fiber 371 {
patch quad 2 10 4 -9.500000e-02 -1.900000e-02 9.500000e-02 -1.900000e-02 9.500000e-02 1.900000e-02 -9.500000e-02 1.900000e-02
}
section Fiber 372 {
patch quad 2 10 4 -7.750000e-02 -2.350000e-02 7.750000e-02 -2.350000e-02 7.750000e-02 2.350000e-02 -7.750000e-02 2.350000e-02
}
section Fiber 373 {
patch quad 2 10 4 -8.500000e-02 -2.150000e-02 8.500000e-02 -2.150000e-02 8.500000e-02 2.150000e-02 -8.500000e-02 2.150000e-02
}
section Fiber 374 {
patch quad 2 10 4 -9.750000e-02 -1.950000e-02 9.750000e-02 -1.950000e-02 9.750000e-02 1.950000e-02 -9.750000e-02 1.950000e-02
}
section Fiber 375 {
patch quad 2 10 4 -8.000000e-02 -2.400000e-02 8.000000e-02 -2.400000e-02 8.000000e-02 2.400000e-02 -8.000000e-02 2.400000e-02
}
section Fiber 376 {
patch quad 2 10 4 -8.750000e-02 -2.200000e-02 8.750000e-02 -2.200000e-02 8.750000e-02 2.200000e-02 -8.750000e-02 2.200000e-02
}
section Fiber 377 {
patch quad 2 10 4 -1.000000e-01 -2.000000e-02 1.000000e-01 -2.000000e-02 1.000000e-01 2.000000e-02 -1.000000e-01 2.000000e-02
}
section Fiber 378 {
patch quad 2 10 4 -9.000000e-02 -2.250000e-02 9.000000e-02 -2.250000e-02 9.000000e-02 2.250000e-02 -9.000000e-02 2.250000e-02
}
section Fiber 379 {
patch quad 2 10 4 -8.250000e-02 -2.500000e-02 8.250000e-02 -2.500000e-02 8.250000e-02 2.500000e-02 -8.250000e-02 2.500000e-02
}
section Fiber 380 {
patch quad 2 10 4 -9.250000e-02 -2.300000e-02 9.250000e-02 -2.300000e-02 9.250000e-02 2.300000e-02 -9.250000e-02 2.300000e-02
}
section Fiber 381 {
patch quad 2 10 4 -8.500000e-02 -2.550000e-02 8.500000e-02 -2.550000e-02 8.500000e-02 2.550000e-02 -8.500000e-02 2.550000e-02
}
section Fiber 382 {
patch quad 2 10 4 -9.500000e-02 -2.400000e-02 9.500000e-02 -2.400000e-02 9.500000e-02 2.400000e-02 -9.500000e-02 2.400000e-02
}
section Fiber 383 {
patch quad 2 10 4 -8.750000e-02 -2.650000e-02 8.750000e-02 -2.650000e-02 8.750000e-02 2.650000e-02 -8.750000e-02 2.650000e-02
}
section Fiber 384 {
patch quad 2 10 4 -9.750000e-02 -2.450000e-02 9.750000e-02 -2.450000e-02 9.750000e-02 2.450000e-02 -9.750000e-02 2.450000e-02
}
section Fiber 385 {
patch quad 2 10 4 -9.000000e-02 -2.700000e-02 9.000000e-02 -2.700000e-02 9.000000e-02 2.700000e-02 -9.000000e-02 2.700000e-02
}
section Fiber 386 {
patch quad 2 10 4 -1.000000e-01 -2.500000e-02 1.000000e-01 -2.500000e-02 1.000000e-01 2.500000e-02 -1.000000e-01 2.500000e-02
}
section Fiber 387 {
patch quad 2 10 4 -9.250000e-02 -2.800000e-02 9.250000e-02 -2.800000e-02 9.250000e-02 2.800000e-02 -9.250000e-02 2.800000e-02
}
section Fiber 388 {
patch quad 2 10 4 -9.500000e-02 -2.850000e-02 9.500000e-02 -2.850000e-02 9.500000e-02 2.850000e-02 -9.500000e-02 2.850000e-02
}
section Fiber 389 {
patch quad 2 10 4 -9.750000e-02 -2.950000e-02 9.750000e-02 -2.950000e-02 9.750000e-02 2.950000e-02 -9.750000e-02 2.950000e-02
}
section Fiber 390 {
patch quad 2 10 4 -1.000000e-01 -3.000000e-02 1.000000e-01 -3.000000e-02 1.000000e-01 3.000000e-02 -1.000000e-01 3.000000e-02
}

element nonlinearBeamColumn 2121 22 212 6 115 2
element nonlinearBeamColumn 2122 212 23 6 115 2
element nonlinearBeamColumn 2221 32 222 6 115 2
element nonlinearBeamColumn 2222 222 33 6 115 2
element nonlinearBeamColumn 2321 42 232 6 110 2
element nonlinearBeamColumn 2322 232 43 6 110 2
element nonlinearBeamColumn 2113 21 22 6 115 2
element nonlinearBeamColumn 2213 31 32 6 115 2
element nonlinearBeamColumn 2313 41 42 6 110 2
element nonlinearBeamColumn 2133 23 24 6 115 2
element nonlinearBeamColumn 2233 33 34 6 115 2
element nonlinearBeamColumn 2333 43 44 6 110 2

element nonlinearBeamColumn 111 11 21 6 207 1
element nonlinearBeamColumn 121 21 31 6 207 1
element nonlinearBeamColumn 131 31 41 6 207 1
element nonlinearBeamColumn 112 12 22 6 209 1
element nonlinearBeamColumn 122 22 32 6 209 1
element nonlinearBeamColumn 132 32 42 6 209 1
element nonlinearBeamColumn 113 13 23 6 209 1
element nonlinearBeamColumn 123 23 33 6 209 1
element nonlinearBeamColumn 133 33 43 6 209 1
element nonlinearBeamColumn 114 14 24 6 207 1
element nonlinearBeamColumn 124 24 34 6 207 1
element nonlinearBeamColumn 134 34 44 6 207 1

element corotTruss 3121 12 212 380
element corotTruss 3122 212 13 380
element corotTruss 3221 22 222 380
element corotTruss 3222 222 23 380
element corotTruss 3321 32 232 380
element corotTruss 3322 232 33 380

mass 21 1511.300000 2.220446e-16 2.220446e-16
mass 22 2862.600000 2.220446e-16 2.220446e-16
mass 23 2862.600000 2.220446e-16 2.220446e-16
mass 24 1511.300000 2.220446e-16 2.220446e-16
mass 31 1511.300000 2.220446e-16 2.220446e-16
mass 32 2862.600000 2.220446e-16 2.220446e-16
mass 33 2862.600000 2.220446e-16 2.220446e-16
mass 34 1511.300000 2.220446e-16 2.220446e-16
mass 41 1216.900000 2.220446e-16 2.220446e-16
mass 42 2353.800000 2.220446e-16 2.220446e-16
mass 43 2353.800000 2.220446e-16 2.220446e-16
mass 44 1216.900000 2.220446e-16 2.220446e-16
constraints Plain
file mkdir output
set FrameEigen [open output/Eigen.txt "w"]
set FramePeriod [open output/period.txt "w"]
set eig [eigen 2]
set pi [expr 4*atan(1)]
puts "Fmodel=[expr pow([expr [lindex $eig 0]],.5)] rad/sec"
puts "Fmode2=[expr pow([expr [lindex $eig 1]],.5)] rad/sec"
set Tmodel [expr 2*$pi/pow([expr [lindex $eig 0]],.5)]
set Tmode2 [expr 2*$pi/pow([expr [lindex $eig 1]],.5)]
puts "Tmodel=$Tmodel sec"
puts "Tmode2=$Tmode2 sec"
puts $FrameEigen [expr pow([expr [lindex $eig 0]],.5)]
puts $FrameEigen [expr pow([expr [lindex $eig 1]],.5)]
puts $FramePeriod $Tmodel
puts $FramePeriod $Tmode2

set kesiI 0.05
set kesiJ 0.05
set MpropSwitch 1.0
set KcurrSwitch 0.0
set KcommSwitch 1.0
set KinitSwitch 0.0
set nEigenI 1
set nEigenJ 2
set eigs "[eigen 2]"
set lambdaI [lindex $eigs [expr $nEigenI-1]]
set lambdaJ [lindex $eigs [expr $nEigenJ-1]];
set omegaI [expr pow($lambdaI,0.5)];
set omegaJ [expr pow($lambdaJ,0.5)];
set alphaM [expr $MpropSwitch*$kesiI*(2*$omegaI*$omegaJ)/($omegaI+$omegaJ)]
set betaKcurr [expr $KcurrSwitch*2.*$kesiJ/($omegaI+$omegaJ)]
set betaKcomm [expr $KcommSwitch*2.*$kesiJ/($omegaI+$omegaJ)]
set betaKinit [expr $KinitSwitch*2.*$kesiJ/($omegaI+$omegaJ)]
rayleigh $alphaM $betaKcurr $betaKinit $betaKcomm

pattern Plain 1 Linear {
eleLoad -ele 2121 -type -beamUniform -957.000000
eleLoad -ele 2122 -type -beamUniform -957.000000
eleLoad -ele 2221 -type -beamUniform -957.000000
eleLoad -ele 2222 -type -beamUniform -957.000000
eleLoad -ele 2321 -type -beamUniform -820.875000
eleLoad -ele 2322 -type -beamUniform -820.875000
eleLoad -ele 2113 -type -beamUniform -957.000000
eleLoad -ele 2213 -type -beamUniform -957.000000
eleLoad -ele 2313 -type -beamUniform -820.875000
eleLoad -ele 2133 -type -beamUniform -957.000000
eleLoad -ele 2233 -type -beamUniform -957.000000
eleLoad -ele 2333 -type -beamUniform -820.875000
}
constraints Plain
numberer RCM
system BandGeneral
test NormDispIncr 1.e-4 10
algorithm Newton
integrator LoadControl 0.1
analysis Static
set ok [analyze 10]
loadConst -time 0.0
set Error [open output/ErrorGravity.txt "w"]
if {$ok == 0} {
puts "Gravity load analysis completed SUCCESSFULLY";
puts $Error 0
} else {
puts "Gravity load analysis FAILED";
puts $Error 3
}
close $Error

pattern Plain 2 Linear {
set s [open output/eigenvector.txt "w"]
set S [open output/eigenvectorwithmass.txt "w"]
load 14 [expr [nodeEigenvector 14 1 1]*8.881784e-16] 1e-16 1e-16
puts $s [nodeEigenvector 14 1 1]
puts $S [expr [nodeEigenvector 14 1 1]*8.881784e-16]
load 24 [expr [nodeEigenvector 24 1 1]*8.747800e+03] 1e-16 1e-16
puts $s [nodeEigenvector 24 1 1]
puts $S [expr [nodeEigenvector 24 1 1]*8.747800e+03]
load 34 [expr [nodeEigenvector 34 1 1]*8.747800e+03] 1e-16 1e-16
puts $s [nodeEigenvector 34 1 1]
puts $S [expr [nodeEigenvector 34 1 1]*8.747800e+03]
load 44 [expr [nodeEigenvector 44 1 1]*7.141400e+03] 1e-16 1e-16
puts $s [nodeEigenvector 44 1 1]
puts $S [expr [nodeEigenvector 44 1 1]*7.141400e+03]
}


#beam element
recorder Element -file output/Beam2121LocalForce.out -time -ele 2121 localForce
recorder Element -file output/Beam2121Sec1Deformation.out -ele 2121 section 1 deformation
recorder Element -file output/Beam2121Sec2Deformation.out -ele 2121 section 2 deformation
recorder Element -file output/Beam2122LocalForce.out -time -ele 2122 localForce
recorder Element -file output/Beam2122Sec1Deformation.out -ele 2122 section 1 deformation
recorder Element -file output/Beam2122Sec2Deformation.out -ele 2122 section 2 deformation
recorder Element -file output/Beam2221LocalForce.out -time -ele 2221 localForce
recorder Element -file output/Beam2221Sec1Deformation.out -ele 2221 section 1 deformation
recorder Element -file output/Beam2221Sec2Deformation.out -ele 2221 section 2 deformation
recorder Element -file output/Beam2222LocalForce.out -time -ele 2222 localForce
recorder Element -file output/Beam2222Sec1Deformation.out -ele 2222 section 1 deformation
recorder Element -file output/Beam2222Sec2Deformation.out -ele 2222 section 2 deformation
recorder Element -file output/Beam2321LocalForce.out -time -ele 2321 localForce
recorder Element -file output/Beam2321Sec1Deformation.out -ele 2321 section 1 deformation
recorder Element -file output/Beam2321Sec2Deformation.out -ele 2321 section 2 deformation
recorder Element -file output/Beam2322LocalForce.out -time -ele 2322 localForce
recorder Element -file output/Beam2322Sec1Deformation.out -ele 2322 section 1 deformation
recorder Element -file output/Beam2322Sec2Deformation.out -ele 2322 section 2 deformation
recorder Element -file output/Beam2113LocalForce.out -time -ele 2113 localForce
recorder Element -file output/Beam2113Sec1Deformation.out -ele 2113 section 1 deformation
recorder Element -file output/Beam2113Sec2Deformation.out -ele 2113 section 2 deformation
recorder Element -file output/Beam2213LocalForce.out -time -ele 2213 localForce
recorder Element -file output/Beam2213Sec1Deformation.out -ele 2213 section 1 deformation
recorder Element -file output/Beam2213Sec2Deformation.out -ele 2213 section 2 deformation
recorder Element -file output/Beam2313LocalForce.out -time -ele 2313 localForce
recorder Element -file output/Beam2313Sec1Deformation.out -ele 2313 section 1 deformation
recorder Element -file output/Beam2313Sec2Deformation.out -ele 2313 section 2 deformation
recorder Element -file output/Beam2133LocalForce.out -time -ele 2133 localForce
recorder Element -file output/Beam2133Sec1Deformation.out -ele 2133 section 1 deformation
recorder Element -file output/Beam2133Sec2Deformation.out -ele 2133 section 2 deformation
recorder Element -file output/Beam2233LocalForce.out -time -ele 2233 localForce
recorder Element -file output/Beam2233Sec1Deformation.out -ele 2233 section 1 deformation
recorder Element -file output/Beam2233Sec2Deformation.out -ele 2233 section 2 deformation
recorder Element -file output/Beam2333LocalForce.out -time -ele 2333 localForce
recorder Element -file output/Beam2333Sec1Deformation.out -ele 2333 section 1 deformation
recorder Element -file output/Beam2333Sec2Deformation.out -ele 2333 section 2 deformation

#column element
recorder Element -file output/Col111LocalForce.out -time -ele 111 localForce
recorder Element -file output/Col111Sec1Deformation.out -ele 111 section 1 deformation
recorder Element -file output/Col111Sec2Deformation.out -ele 111 section 2 deformation
recorder Element -file output/Col111Sec3Deformation.out -ele 111 section 3 deformation
recorder Element -file output/Col111Sec4Deformation.out -ele 111 section 4 deformation
recorder Element -file output/Col111Sec5Deformation.out -ele 111 section 5 deformation
recorder Element -file output/Col111Sec6Deformation.out -ele 111 section 6 deformation
recorder Element -file output/Col121LocalForce.out -time -ele 121 localForce
recorder Element -file output/Col121Sec1Deformation.out -ele 121 section 1 deformation
recorder Element -file output/Col121Sec2Deformation.out -ele 121 section 2 deformation
recorder Element -file output/Col121Sec3Deformation.out -ele 121 section 3 deformation
recorder Element -file output/Col121Sec4Deformation.out -ele 121 section 4 deformation
recorder Element -file output/Col121Sec5Deformation.out -ele 121 section 5 deformation
recorder Element -file output/Col121Sec6Deformation.out -ele 121 section 6 deformation
recorder Element -file output/Col131LocalForce.out -time -ele 131 localForce
recorder Element -file output/Col131Sec1Deformation.out -ele 131 section 1 deformation
recorder Element -file output/Col131Sec2Deformation.out -ele 131 section 2 deformation
recorder Element -file output/Col131Sec3Deformation.out -ele 131 section 3 deformation
recorder Element -file output/Col131Sec4Deformation.out -ele 131 section 4 deformation
recorder Element -file output/Col131Sec5Deformation.out -ele 131 section 5 deformation
recorder Element -file output/Col131Sec6Deformation.out -ele 131 section 6 deformation
recorder Element -file output/Col112LocalForce.out -time -ele 112 localForce
recorder Element -file output/Col112Sec1Deformation.out -ele 112 section 1 deformation
recorder Element -file output/Col112Sec2Deformation.out -ele 112 section 2 deformation
recorder Element -file output/Col112Sec3Deformation.out -ele 112 section 3 deformation
recorder Element -file output/Col112Sec4Deformation.out -ele 112 section 4 deformation
recorder Element -file output/Col112Sec5Deformation.out -ele 112 section 5 deformation
recorder Element -file output/Col112Sec6Deformation.out -ele 112 section 6 deformation
recorder Element -file output/Col122LocalForce.out -time -ele 122 localForce
recorder Element -file output/Col122Sec1Deformation.out -ele 122 section 1 deformation
recorder Element -file output/Col122Sec2Deformation.out -ele 122 section 2 deformation
recorder Element -file output/Col122Sec3Deformation.out -ele 122 section 3 deformation
recorder Element -file output/Col122Sec4Deformation.out -ele 122 section 4 deformation
recorder Element -file output/Col122Sec5Deformation.out -ele 122 section 5 deformation
recorder Element -file output/Col122Sec6Deformation.out -ele 122 section 6 deformation
recorder Element -file output/Col132LocalForce.out -time -ele 132 localForce
recorder Element -file output/Col132Sec1Deformation.out -ele 132 section 1 deformation
recorder Element -file output/Col132Sec2Deformation.out -ele 132 section 2 deformation
recorder Element -file output/Col132Sec3Deformation.out -ele 132 section 3 deformation
recorder Element -file output/Col132Sec4Deformation.out -ele 132 section 4 deformation
recorder Element -file output/Col132Sec5Deformation.out -ele 132 section 5 deformation
recorder Element -file output/Col132Sec6Deformation.out -ele 132 section 6 deformation
recorder Element -file output/Col113LocalForce.out -time -ele 113 localForce
recorder Element -file output/Col113Sec1Deformation.out -ele 113 section 1 deformation
recorder Element -file output/Col113Sec2Deformation.out -ele 113 section 2 deformation
recorder Element -file output/Col113Sec3Deformation.out -ele 113 section 3 deformation
recorder Element -file output/Col113Sec4Deformation.out -ele 113 section 4 deformation
recorder Element -file output/Col113Sec5Deformation.out -ele 113 section 5 deformation
recorder Element -file output/Col113Sec6Deformation.out -ele 113 section 6 deformation
recorder Element -file output/Col123LocalForce.out -time -ele 123 localForce
recorder Element -file output/Col123Sec1Deformation.out -ele 123 section 1 deformation
recorder Element -file output/Col123Sec2Deformation.out -ele 123 section 2 deformation
recorder Element -file output/Col123Sec3Deformation.out -ele 123 section 3 deformation
recorder Element -file output/Col123Sec4Deformation.out -ele 123 section 4 deformation
recorder Element -file output/Col123Sec5Deformation.out -ele 123 section 5 deformation
recorder Element -file output/Col123Sec6Deformation.out -ele 123 section 6 deformation
recorder Element -file output/Col133LocalForce.out -time -ele 133 localForce
recorder Element -file output/Col133Sec1Deformation.out -ele 133 section 1 deformation
recorder Element -file output/Col133Sec2Deformation.out -ele 133 section 2 deformation
recorder Element -file output/Col133Sec3Deformation.out -ele 133 section 3 deformation
recorder Element -file output/Col133Sec4Deformation.out -ele 133 section 4 deformation
recorder Element -file output/Col133Sec5Deformation.out -ele 133 section 5 deformation
recorder Element -file output/Col133Sec6Deformation.out -ele 133 section 6 deformation
recorder Element -file output/Col114LocalForce.out -time -ele 114 localForce
recorder Element -file output/Col114Sec1Deformation.out -ele 114 section 1 deformation
recorder Element -file output/Col114Sec2Deformation.out -ele 114 section 2 deformation
recorder Element -file output/Col114Sec3Deformation.out -ele 114 section 3 deformation
recorder Element -file output/Col114Sec4Deformation.out -ele 114 section 4 deformation
recorder Element -file output/Col114Sec5Deformation.out -ele 114 section 5 deformation
recorder Element -file output/Col114Sec6Deformation.out -ele 114 section 6 deformation
recorder Element -file output/Col124LocalForce.out -time -ele 124 localForce
recorder Element -file output/Col124Sec1Deformation.out -ele 124 section 1 deformation
recorder Element -file output/Col124Sec2Deformation.out -ele 124 section 2 deformation
recorder Element -file output/Col124Sec3Deformation.out -ele 124 section 3 deformation
recorder Element -file output/Col124Sec4Deformation.out -ele 124 section 4 deformation
recorder Element -file output/Col124Sec5Deformation.out -ele 124 section 5 deformation
recorder Element -file output/Col124Sec6Deformation.out -ele 124 section 6 deformation
recorder Element -file output/Col134LocalForce.out -time -ele 134 localForce
recorder Element -file output/Col134Sec1Deformation.out -ele 134 section 1 deformation
recorder Element -file output/Col134Sec2Deformation.out -ele 134 section 2 deformation
recorder Element -file output/Col134Sec3Deformation.out -ele 134 section 3 deformation
recorder Element -file output/Col134Sec4Deformation.out -ele 134 section 4 deformation
recorder Element -file output/Col134Sec5Deformation.out -ele 134 section 5 deformation
recorder Element -file output/Col134Sec6Deformation.out -ele 134 section 6 deformation

#BRB element
recorder Element -file output/BRB3121Deformation.out -time -ele 3121 deformation
recorder Element -file output/BRB3121LocalForce.out -time -ele 3121 localForce
recorder Element -file output/BRB3122Deformation.out -time -ele 3122 deformation
recorder Element -file output/BRB3122LocalForce.out -time -ele 3122 localForce
recorder Element -file output/BRB3221Deformation.out -time -ele 3221 deformation
recorder Element -file output/BRB3221LocalForce.out -time -ele 3221 localForce
recorder Element -file output/BRB3222Deformation.out -time -ele 3222 deformation
recorder Element -file output/BRB3222LocalForce.out -time -ele 3222 localForce
recorder Element -file output/BRB3321Deformation.out -time -ele 3321 deformation
recorder Element -file output/BRB3321LocalForce.out -time -ele 3321 localForce
recorder Element -file output/BRB3322Deformation.out -time -ele 3322 deformation
recorder Element -file output/BRB3322LocalForce.out -time -ele 3322 localForce
#Drift
recorder Drift -file output/Drift01.out -time -iNode 14 -jNode 24 -dof 1 -perpDirn 2
recorder Drift -file output/Drift12.out -time -iNode 24 -jNode 34 -dof 1 -perpDirn 2
recorder Drift -file output/Drift23.out -time -iNode 34 -jNode 44 -dof 1 -perpDirn 2
#Node
recorder Node -file output/RBase11.out -time -node 11 -dof 1 2 3 reaction;
recorder Node -file output/RBase12.out -time -node 12 -dof 1 2 3 reaction;
recorder Node -file output/RBase13.out -time -node 13 -dof 1 2 3 reaction;
recorder Node -file output/RBase14.out -time -node 14 -dof 1 2 3 reaction;
recorder Node -file output/node44.out -node 44 -dof 1 2 3 disp

constraints Plain
numberer RCM
system BandGeneral
test NormDispIncr 1.e-4 100
algorithm Newton
integrator DisplacementControl 44 1 0.01
analysis Static
set dU 0.01
set Umax [expr .05*4*3.200000e+00]
set numSteps [expr int($Umax/$dU)]
set ok [analyze $numSteps]
# if the analysis fails try initial tangent iteration
if {$ok != 0} {
puts "regular newton failed .. lets try an initail stiffness for this step"
test NormDispIncr 1.e-4 100
algorithm ModifiedNewton -initial
set ok [analyze $numSteps]
if {$ok == 0} {puts "that worked .. back to regular newton"}
test NormDispIncr 1.e-4 100
algorithm Newton
}
# Print a message to indicate if analysis succesfull or not
set Error [open output/ErrorPushover.txt "w"]
if {$ok == 0} {
puts "Push over analysis completed SUCCESSFULLY";
puts $Error 0
} else {
puts "Push over analysis FAILED";
puts $Error 3
}
close $Error

[fmk]

you are asking for section responses .. for 2d this is just axial and rotation