*Heading ** Job name: 2BarFrame Model name: Model-1 ** Generated by: Abaqus/CAE 2017 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *Node 1, -23., 23. 2, -23., 0. 3, -23.0300007, 23. 4, -22.9699993, 23. 5, 0., 23. 6, -23., 21.7894745 7, -23., 20.5789471 8, -23., 19.3684216 9, -23., 18.1578941 10, -23., 16.9473686 11, -23., 15.7368422 12, -23., 14.5263157 13, -23., 13.3157892 14, -23., 12.1052628 15, -23., 10.8947372 16, -23., 9.68421078 17, -23., 8.47368431 18, -23., 7.26315784 19, -23., 6.05263138 20, -23., 4.84210539 21, -23., 3.63157892 22, -23., 2.42105269 23, -23., 1.21052635 24, -1.20894742, 23. 25, -2.41789484, 23. 26, -3.62684202, 23. 27, -4.83578968, 23. 28, -6.04473686, 23. 29, -7.25368404, 23. 30, -8.46263123, 23. 31, -9.67157936, 23. 32, -10.8805265, 23. 33, -12.0894737, 23. 34, -13.2984209, 23. 35, -14.5073681, 23. 36, -15.7163162, 23. 37, -16.9252625, 23. 38, -18.1342106, 23. 39, -19.3431587, 23. 40, -20.5521049, 23. 41, -21.7610531, 23. 42, -23., 22.3947372 43, -23., 21.1842117 44, -23., 19.9736843 45, -23., 18.7631569 46, -23., 17.5526314 47, -23., 16.3421059 48, -23., 15.1315784 49, -23., 13.9210529 50, -23., 12.7105255 51, -23., 11.5 52, -23., 10.2894745 53, -23., 9.07894707 54, -23., 7.86842108 55, -23., 6.65789461 56, -23., 5.44736862 57, -23., 4.23684216 58, -23., 3.02631569 59, -23., 1.81578946 60, -23., 0.605263174 61, -23.0149994, 23. 62, -22.9850006, 23. 63, -0.60447371, 23. 64, -1.81342113, 23. 65, -3.02236843, 23. 66, -4.23131561, 23. 67, -5.44026327, 23. 68, -6.64921045, 23. 69, -7.85815763, 23. 70, -9.06710529, 23. 71, -10.2760525, 23. 72, -11.4850006, 23. 73, -12.6939468, 23. 74, -13.902895, 23. 75, -15.1118422, 23. 76, -16.3207893, 23. 77, -17.5297356, 23. 78, -18.7386856, 23. 79, -19.9476318, 23. 80, -21.1565781, 23. 81, -22.3655262, 23. *Element, type=B22 1, 1, 42, 6 2, 6, 43, 7 3, 7, 44, 8 4, 8, 45, 9 5, 9, 46, 10 6, 10, 47, 11 7, 11, 48, 12 8, 12, 49, 13 9, 13, 50, 14 10, 14, 51, 15 11, 15, 52, 16 12, 16, 53, 17 13, 17, 54, 18 14, 18, 55, 19 15, 19, 56, 20 16, 20, 57, 21 17, 21, 58, 22 18, 22, 59, 23 19, 23, 60, 2 20, 1, 61, 3 21, 4, 62, 1 22, 5, 63, 24 23, 24, 64, 25 24, 25, 65, 26 25, 26, 66, 27 26, 27, 67, 28 27, 28, 68, 29 28, 29, 69, 30 29, 30, 70, 31 30, 31, 71, 32 31, 32, 72, 33 32, 33, 73, 34 33, 34, 74, 35 34, 35, 75, 36 35, 36, 76, 37 36, 37, 77, 38 37, 38, 78, 39 38, 39, 79, 40 39, 40, 80, 41 40, 41, 81, 4 *Nset, nset=Set-1, generate 1, 81, 1 *Elset, elset=Set-1, generate 1, 40, 1 ** Section: Section-1 Profile: Profile-1 *Beam Section, elset=Set-1, material=Steel, poisson = 0.29, temperature=GRADIENTS, section=RECT 1., 0.0625 0.,0.,1. *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *End Instance ** *Nset, nset=Set-1, instance=Part-1-1 2, 5 *Nset, nset=Set-2, instance=Part-1-1 4, *End Assembly ** ** MATERIALS ** *Material, name=Steel *Elastic 3e+07, 0.29 ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary Set-1, 1, 1 Set-1, 2, 2 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=NO, perturbation *Buckle 10, , 20, 30 ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary, op=NEW, load case=1 Set-1, 1, 1 Set-1, 2, 2 *Boundary, op=NEW, load case=2 Set-1, 1, 1 Set-1, 2, 2 ** ** LOADS ** ** Name: Load-1 Type: Concentrated force *Cload Set-2, 2, -1. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT *End Step