ops.wipe()
ops.model('BasicBuilder', '-ndm', 2, '-ndf', 3)
ops.node(1, 0.0, 0.0)
ops.node(2, 360.0, 0.0)
ops.node(3, 720.0, 0.0)
ops.node(4, 1080.0, 0.0)
ops.node(5, 0.0, 162.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(6, 360.0, 162.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(7, 720.0, 162.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(8, 1080.0, 162.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(9, 0.0, 324.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(10, 360.0, 324.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(11, 720.0, 324.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(12, 1080.0, 324.0, '-mass', 0.766692546583851, 0.766692546583851, 0.0)
ops.node(13, 0.0, 486.0, '-mass', 0.6275879917184265, 0.6275879917184265, 0.0)
ops.node(14, 360.0, 486.0, '-mass', 0.6275879917184265, 0.6275879917184265, 0.0)
ops.node(15, 720.0, 486.0, '-mass', 0.6275879917184265, 0.6275879917184265, 0.0)
ops.node(16, 1080.0, 486.0, '-mass', 0.6275879917184265, 0.6275879917184265, 0.0)
ops.fix(1, 1, 1, 1)
ops.fix(2, 1, 1, 1)
ops.fix(3, 1, 1, 1)
ops.fix(4, 1, 1, 1)
ops.geomTransf('Linear', 1)
ops.geomTransf('PDelta', 2)
ops.element('elasticBeamColumn', 1, 1, 5, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 2, 5, 9, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 3, 9, 13, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 4, 2, 6, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 5, 6, 10, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 6, 10, 14, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 7, 3, 7, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 8, 7, 11, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 9, 11, 15, 91, 29000, 4330, 2)
ops.element('elasticBeamColumn', 10, 4, 8, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 11, 8, 12, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 12, 12, 16, 75, 29000, 3400, 2)
ops.element('elasticBeamColumn', 13, 5, 6, 34, 29000, 5900, 1)
ops.element('elasticBeamColumn', 14, 6, 7, 34, 29000, 5900, 1)
ops.element('elasticBeamColumn', 15, 7, 8, 34, 29000, 5900, 1)
ops.element('elasticBeamColumn', 16, 9, 10, 34, 29000, 4930, 1)
ops.element('elasticBeamColumn', 17, 10, 11, 34, 29000, 4930, 1)
ops.element('elasticBeamColumn', 18, 11, 12, 34, 29000, 4930, 1)
ops.element('elasticBeamColumn', 19, 13, 14, 20, 29000, 1830, 1)
ops.element('elasticBeamColumn', 20, 14, 15, 20, 29000, 1830, 1)
ops.element('elasticBeamColumn', 21, 15, 16, 20, 29000, 1830, 1)
# loads
ops.timeSeries('Linear', 1)
ops.pattern('Plain', 1, 1)
ops.load(5, 0.5, 0.0, 0.0) # ==ndf
ops.load(9, 0.75, 0.0, 0.0) # ==ndf
ops.load(13, 1.0, 0.0, 0.0) # ==ndf
ops.eleLoad('-ele', 13, 14, 15, '-type', '-beamUniform', -1.0972222222222223)
ops.eleLoad('-ele', 16, 17, 18, '-type', '-beamUniform', -1.0972222222222223)
ops.eleLoad('-ele', 19, 20, 21, '-type', '-beamUniform', -0.8981481481481481)