** FESA Phase 1 normalized derivative of references/quad_02.inp ** Original source: Abaqus/CAE Learning Edition 2024, job quad_02. ** Paired displacement reference: references/quad_02_displacements.csv. ** Unit system: self-consistent source units; FESA does not enforce unit conversion. ** Normalization policy: ** - Preserve original node ids, element ids, S4 connectivity, material E/nu, ** shell thickness, fixed node set, concentrated load node, and load value. ** - Remove unsupported Abaqus/CAE scaffolding: Part, Assembly, Instance, ** Density, Restart, Output, and Step increment parameters. *Node 1, 10., 0., 0. 2, 0., 0., 0. 3, 0., -10., 0. 4, 10., -10., 0. 5, -10., 0., 0. 6, -10., -10., 0. 7, 0., 10., 0. 8, -10., 10., 0. 9, 10., 10., 0. 10, 8., 0., 0. 11, 6., 0., 0. 12, 4., 0., 0. 13, 2., 0., 0. 14, 0., -2., 0. 15, 0., -4., 0. 16, 0., -6., 0. 17, 0., -8., 0. 18, 2., -10., 0. 19, 4., -10., 0. 20, 6., -10., 0. 21, 8., -10., 0. 22, 10., -8., 0. 23, 10., -6., 0. 24, 10., -4., 0. 25, 10., -2., 0. 26, -2., 0., 0. 27, -4., 0., 0. 28, -6., 0., 0. 29, -8., 0., 0. 30, -10., -2., 0. 31, -10., -4., 0. 32, -10., -6., 0. 33, -10., -8., 0. 34, -8., -10., 0. 35, -6., -10., 0. 36, -4., -10., 0. 37, -2., -10., 0. 38, 0., 2., 0. 39, 0., 4., 0. 40, 0., 6., 0. 41, 0., 8., 0. 42, -2., 10., 0. 43, -4., 10., 0. 44, -6., 10., 0. 45, -8., 10., 0. 46, -10., 8., 0. 47, -10., 6., 0. 48, -10., 4., 0. 49, -10., 2., 0. 50, 10., 2., 0. 51, 10., 4., 0. 52, 10., 6., 0. 53, 10., 8., 0. 54, 8., 10., 0. 55, 6., 10., 0. 56, 4., 10., 0. 57, 2., 10., 0. 58, 8., -2., 0. 59, 6., -2., 0. 60, 4., -2., 0. 61, 2., -2., 0. 62, 8., -4., 0. 63, 6., -4., 0. 64, 4., -4., 0. 65, 2., -4., 0. 66, 8., -6., 0. 67, 6., -6., 0. 68, 4., -6., 0. 69, 2., -6., 0. 70, 8., -8., 0. 71, 6., -8., 0. 72, 4., -8., 0. 73, 2., -8., 0. 74, -2., -2., 0. 75, -4., -2., 0. 76, -6., -2., 0. 77, -8., -2., 0. 78, -2., -4., 0. 79, -4., -4., 0. 80, -6., -4., 0. 81, -8., -4., 0. 82, -2., -6., 0. 83, -4., -6., 0. 84, -6., -6., 0. 85, -8., -6., 0. 86, -2., -8., 0. 87, -4., -8., 0. 88, -6., -8., 0. 89, -8., -8., 0. 90, -8., 2., 0. 91, -6., 2., 0. 92, -4., 2., 0. 93, -2., 2., 0. 94, -8., 4., 0. 95, -6., 4., 0. 96, -4., 4., 0. 97, -2., 4., 0. 98, -8., 6., 0. 99, -6., 6., 0. 100, -4., 6., 0. 101, -2., 6., 0. 102, -8., 8., 0. 103, -6., 8., 0. 104, -4., 8., 0. 105, -2., 8., 0. 106, 2., 2., 0. 107, 4., 2., 0. 108, 6., 2., 0. 109, 8., 2., 0. 110, 2., 4., 0. 111, 4., 4., 0. 112, 6., 4., 0. 113, 8., 4., 0. 114, 2., 6., 0. 115, 4., 6., 0. 116, 6., 6., 0. 117, 8., 6., 0. 118, 2., 8., 0. 119, 4., 8., 0. 120, 6., 8., 0. 121, 8., 8., 0. *Element, type=S4, elset=all_elements 1, 1, 10, 58, 25 2, 10, 11, 59, 58 3, 11, 12, 60, 59 4, 12, 13, 61, 60 5, 13, 2, 14, 61 6, 25, 58, 62, 24 7, 58, 59, 63, 62 8, 59, 60, 64, 63 9, 60, 61, 65, 64 10, 61, 14, 15, 65 11, 24, 62, 66, 23 12, 62, 63, 67, 66 13, 63, 64, 68, 67 14, 64, 65, 69, 68 15, 65, 15, 16, 69 16, 23, 66, 70, 22 17, 66, 67, 71, 70 18, 67, 68, 72, 71 19, 68, 69, 73, 72 20, 69, 16, 17, 73 21, 22, 70, 21, 4 22, 70, 71, 20, 21 23, 71, 72, 19, 20 24, 72, 73, 18, 19 25, 73, 17, 3, 18 26, 2, 26, 74, 14 27, 26, 27, 75, 74 28, 27, 28, 76, 75 29, 28, 29, 77, 76 30, 29, 5, 30, 77 31, 14, 74, 78, 15 32, 74, 75, 79, 78 33, 75, 76, 80, 79 34, 76, 77, 81, 80 35, 77, 30, 31, 81 36, 15, 78, 82, 16 37, 78, 79, 83, 82 38, 79, 80, 84, 83 39, 80, 81, 85, 84 40, 81, 31, 32, 85 41, 16, 82, 86, 17 42, 82, 83, 87, 86 43, 83, 84, 88, 87 44, 84, 85, 89, 88 45, 85, 32, 33, 89 46, 17, 86, 37, 3 47, 86, 87, 36, 37 48, 87, 88, 35, 36 49, 88, 89, 34, 35 50, 89, 33, 6, 34 51, 5, 29, 90, 49 52, 29, 28, 91, 90 53, 28, 27, 92, 91 54, 27, 26, 93, 92 55, 26, 2, 38, 93 56, 49, 90, 94, 48 57, 90, 91, 95, 94 58, 91, 92, 96, 95 59, 92, 93, 97, 96 60, 93, 38, 39, 97 61, 48, 94, 98, 47 62, 94, 95, 99, 98 63, 95, 96, 100, 99 64, 96, 97, 101, 100 65, 97, 39, 40, 101 66, 47, 98, 102, 46 67, 98, 99, 103, 102 68, 99, 100, 104, 103 69, 100, 101, 105, 104 70, 101, 40, 41, 105 71, 46, 102, 45, 8 72, 102, 103, 44, 45 73, 103, 104, 43, 44 74, 104, 105, 42, 43 75, 105, 41, 7, 42 76, 2, 13, 106, 38 77, 13, 12, 107, 106 78, 12, 11, 108, 107 79, 11, 10, 109, 108 80, 10, 1, 50, 109 81, 38, 106, 110, 39 82, 106, 107, 111, 110 83, 107, 108, 112, 111 84, 108, 109, 113, 112 85, 109, 50, 51, 113 86, 39, 110, 114, 40 87, 110, 111, 115, 114 88, 111, 112, 116, 115 89, 112, 113, 117, 116 90, 113, 51, 52, 117 91, 40, 114, 118, 41 92, 114, 115, 119, 118 93, 115, 116, 120, 119 94, 116, 117, 121, 120 95, 117, 52, 53, 121 96, 41, 118, 57, 7 97, 118, 119, 56, 57 98, 119, 120, 55, 56 99, 120, 121, 54, 55 100, 121, 53, 9, 54 *Elset, elset=all_elements, generate 1, 100, 1 *Nset, nset=fixed_boundary 1, 3, 4, 5, 6, 7, 8, 9, 18, 19, 20, 21, 22, 23, 24, 25 30, 31, 32, 33, 34, 35, 36, 37, 42, 43, 44, 45, 46, 47, 48, 49 50, 51, 52, 53, 54, 55, 56, 57 *Nset, nset=load_node 2 *Material, name=material_1 *Elastic 7.0e10, 0.3 *Shell Section, elset=all_elements, material=material_1 1.0 *Boundary fixed_boundary, 1, 6, 0.0 *Step, name=Step-1 *Static *Cload load_node, 3, -100000.0 *End Step