Steel Station#
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In this example we will demonstrate:
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from math import inf, pi
from dlubal.api import rfem
# Basic Settings
n_u = 3
n = 18
n_s = 11
purlins_1 = True
purlins_2 = True
W = 8
d = 0.5
L = 30
H = 7
h_1 = 3
h_2 = 5
R_1 = None
R_2 = None
L_s = 12
H_1 = 4.5
H_2 = 6
h = 1
section_top_chord_center = 1
section_bottom_chord_center = 1
section_diagonals_center = 1
section_columns_center = 1
section_girders_center = 1
section_purlins_center = 1
section_top_chord_side = 1
section_bottom_chord_side = 1
section_diagonals_side = 1
section_columns_side = 1
section_girders_side = 1
section_purlins_side = 1
thickness_material = 1
thickness_roof_slab_center = 1
roof_slab_center_thick = 0.2
thickness_roof_slab_side = 2
roof_slab_side_thick = 0.2
R_1 = h_1 / 2 + (L ** 2) / (8 * h_1)
R_2 = h_2 / 2 + (L ** 2) / (8 * h_2)
# Connect to the RFEM application
with rfem.Application() as rfem_app:
# Close all models opened in application without saving
rfem_app.close_all_models(save_changes=False)
# Create new model named 'steel_station'
rfem_app.create_model(name='steel_station')
# Cleanup the model
rfem_app.delete_all_objects()
material_section_thickness = [
rfem.structure_core.Material(
no=1,
name='S235 | CYS EN 1993-1-1:2009-03'),
rfem.structure_core.Material(
no=2,
name='C12/15'),
rfem.structure_core.Section(
no=1,
name='IPE 200 | -- | British Steel',
material=1),
rfem.structure_core.Thickness(
no=thickness_roof_slab_center,
user_defined_name_enabled=True, name='Roof',
uniform_thickness=roof_slab_center_thick,
material=thickness_material),
rfem.structure_core.Thickness(
no=thickness_roof_slab_side,
user_defined_name_enabled=True,
name='Roof',
uniform_thickness=roof_slab_side_thick,
material=thickness_material)
]
rfem_app.create_object_list(material_section_thickness)
supports = []
L_1 = L / n
node_count = 1
nodes_list = []
for j in range(n_u + 1):
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=0.0,
coordinate_2=j * W,
coordinate_3=-H))
node_count += 1
for i in range(1, n):
x = i * L_1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=x,
coordinate_2=j * W,
coordinate_3=-((R_1 ** 2 - (x - L / 2) ** 2) ** 0.5 + h_1 - R_1) - H))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L,
coordinate_2=j * W,
coordinate_3=-H))
node_count += 1
for i in range(n):
x = L_1 / 2 + i * L_1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=x,
coordinate_2=j * W,
coordinate_3=-((R_2 ** 2 - (x - L / 2) ** 2) ** 0.5 + h_2 - R_2) - H))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=0.0,
coordinate_2=j * W,
coordinate_3=0.0))
supports.append(node_count)
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L,
coordinate_2=j * W,
coordinate_3=0.0))
supports.append(node_count)
node_count += 1
member_hinge = rfem.types_for_members.MemberHinge(
no=1,
axial_release_n=inf,
axial_release_vy=inf,
axial_release_vz=inf,
moment_release_mt=inf)
rfem_app.create_object(member_hinge)
mem_num = 1
members_list = []
lines_list = []
nn = 2 * n + 3
for j in range(n_u + 1):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=1 + j * nn,
node_end=j * nn + 2,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_center,
rotation_angle=pi, member_hinge_start=1))
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=1 + j * nn,
arc_second_node=j * nn + 2,
arc_control_point={'x': L_1 / 2,
'y': j * W,
'z': -((R_1 ** 2 - (L_1 / 2 - L / 2) ** 2) ** 0.5 + h_1 - R_1) - H}))
mem_num += 1
for i in range(n - 2):
members_list.append(
rfem.structure_core.Member(
no=mem_num, node_start=i + 2 + j * nn,
node_end=i + 3 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_center,
rotation_angle=pi))
x = 1.5 * L_1 + i * L_1
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=i + 2 + j * nn,
arc_second_node=i + 3 + j * nn,
arc_control_point={'x': x,
'y': j * W,
'z': -((R_1 ** 2 - (x - L / 2) ** 2) ** 0.5 + h_1 - R_1) - H}))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num, node_start=n + j * nn,
node_end=n + 1 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_center,
rotation_angle=pi,
member_hinge_end=1))
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=n + j * nn,
arc_second_node=n + 1 + j * nn,
arc_control_point={
'x': L - L_1 / 2,
'y': j * W,
'z': -((R_1 ** 2 - (L - L_1 / 2 - L / 2) ** 2) ** 0.5 + h_1 - R_1) - H}))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=1 + j * nn,
node_end=n + 2 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_top_chord_center))
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=1 + j * nn,
arc_second_node=n + 2 + j * nn,
arc_control_point={
'x': L_1 / 4,
'y': j * W,
'z': -((R_2 ** 2 - (L_1 / 4 - L / 2) ** 2) ** 0.5 + h_2 - R_2) - H}))
mem_num += 1
for i in range(n - 1):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=n + i + 2 + j * nn,
node_end=n + i + 3 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_top_chord_center))
x = (i + 1) * L_1
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=n + i + 2 + j * nn,
arc_second_node=n + i + 3 + j * nn,
arc_control_point={
'x': x,
'y': j * W,
'z': -((R_2 ** 2 - (x - L / 2) ** 2) ** 0.5 + h_2 - R_2) - H}))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=2 * n + 1 + j * nn,
node_end=n + 1 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_top_chord_center))
lines_list.append(
rfem.structure_core.Line(
no=mem_num,
type=rfem.structure_core.LINE_TYPE_ARC,
arc_first_node=2 * n + 1 + j * nn,
arc_second_node=n + 1 + j * nn,
arc_control_point={
'x': L - L_1 / 4,
'y': j * W,
'z': -((R_2 ** 2 - (L / 2 - L_1 / 4) ** 2) ** 0.5 + h_2 - R_2) - H}))
mem_num += 1
for i in range(n - 1):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=i + 2 + j * nn,
node_end=n + i + 2 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_center,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=i + 2 + j * nn,
node_end=n + i + 3 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_center,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=2 * n + 2 + j * nn,
node_end=1 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_center))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=2 * n + 3 + j * nn,
node_end=n + 1 + j * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_center))
mem_num += 1
if j < n_u:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=1 + j * nn,
node_end=1 + (j + 1) * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_center))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=n + 1 + j * nn,
node_end=n + 1 + (j + 1) * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_center))
mem_num += 1
if j < n_u:
if purlins_1:
for i in range(n):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=n + 2 + i + j * nn,
node_end=n + 2 + i + (j + 1) * nn,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_purlins_center))
mem_num += 1
purlin_count_1 = 0
if purlins_1:
purlin_count_1 = n - 1
surfaces_list = []
for j in range(n_u):
surface_members = []
for i in range(n + 1):
surface_members.append(j * (4 * n + 3 + purlin_count_1) + n + i + 1)
surface_members.append((j + 1) * (4 * n + 3 + purlin_count_1) + n + i + 1)
surface_members.append(4 * n + 2 + j * (4 * n + 3 + purlin_count_1))
surface_members.append(4 * n + 3 + j * (4 * n + 3 + purlin_count_1))
surfaces_list.append(
rfem.structure_core.Surface(
no=j + 1,
boundary_lines=surface_members,
type=rfem.structure_core.SURFACE_TYPE_STANDARD,
geometry=rfem.structure_core.SURFACE_GEOMETRY_QUADRANGLE,
thickness=thickness_roof_slab_center))
node_ref = node_count
mem_ref = mem_num
for j in range(n_u + 1):
for i in range(n_s + 1):
nodes_list.append(rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d + i * L_s / n_s,
coordinate_2=j * W,
coordinate_3=-H_1 - i * (H_2 - H_1) / n_s))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d,
coordinate_2=j * W,
coordinate_3=-H_1 - h))
node_count += 1
for i in range(n_s):
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d + i * L_s / n_s + L_s / (2 * n_s),
coordinate_2=j * W,
coordinate_3=-H_1 - h - i * (H_2 - H_1) / n_s - (H_2 - H_1) / (2 * n_s)))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d + L_s,
coordinate_2=j * W,
coordinate_3=-H_2 - h))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d,
coordinate_2=j * W,
coordinate_3=0))
supports.append(node_count)
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=L + d + L_s,
coordinate_2=j * W,
coordinate_3=0))
supports.append(node_count)
node_count += 1
for i in range(n_s + 1):
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=-d - i * L_s / n_s,
coordinate_2=j * W,
coordinate_3=-H_1 - i * (H_2 - H_1) / n_s))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=-d,
coordinate_2=j * W,
coordinate_3=-H_1 - h))
node_count += 1
for i in range(n_s):
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=-d - i * L_s / n_s - L_s / (2 * n_s),
coordinate_2=j * W,
coordinate_3=-H_1 - h - i * (H_2 - H_1) / n_s - (H_2 - H_1) / (2 * n_s)))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=-d - L_s,
coordinate_2=j * W,
coordinate_3=-H_2 - h))
node_count += 1
nodes_list.append(
rfem.structure_core.Node(
no=node_count,
coordinate_1=-d,
coordinate_2=j * W,
coordinate_3=0))
supports.append(node_count)
node_count += 1
nodes_list.append(rfem.structure_core.Node(
no=node_count,
coordinate_1=-d - L_s,
coordinate_2=j * W,
coordinate_3=0))
supports.append(node_count)
node_count += 1
nns = 4 * n_s + 10
for j in range(n_u + 1):
for i in range(n_s):
if i == 0:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + j * nns,
node_end=node_ref + i + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi,
member_hinge_start=1))
elif i == n_s - 1:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + j * nns,
node_end=node_ref + i + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi,
member_hinge_end=1))
else:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + j * nns,
node_end=node_ref + i + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi))
mem_num += 1
if i == 0:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 2 * n_s + 5 + j * nns,
node_end=node_ref + i + 1 + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi,
member_hinge_start=1))
elif i == n_s - 1:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 2 * n_s + 5 + j * nns,
node_end=node_ref + i + 1 + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi,
member_hinge_end=1))
else:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 2 * n_s + 5 + j * nns,
node_end=node_ref + i + 1 + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_bottom_chord_side,
rotation_angle=pi))
mem_num += 1
for i in range(n_s + 1):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + n_s + 1 + j * nns,
node_end=node_ref + i + 1 + n_s + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_top_chord_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 2 * n_s + 5 + n_s + 1 + j * nns,
node_end=node_ref + i + 1 + 2 * n_s + 5 + n_s + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_top_chord_side))
mem_num += 1
for i in range(n_s):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + j * nns,
node_end=node_ref + i + 2 + n_s + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_side,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 1 + j * nns,
node_end=node_ref + i + 2 + n_s + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_side,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 2 * n_s + 5 + j * nns,
node_end=node_ref + i + 2 + n_s + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_side,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + i + 1 + 2 * n_s + 5 + j * nns,
node_end=node_ref + i + 2 + n_s + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_diagonals_side,
member_hinge_start=1,
member_hinge_end=1))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + j * nns,
node_end=node_ref + n_s + 1 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + j * nns,
node_end=node_ref + 2 * n_s + 2 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 2 * n_s + 5 + j * nns,
node_end=node_ref + n_s + 1 + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + 2 * n_s + 5 + j * nns,
node_end=node_ref + 2 * n_s + 2 + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 2 * n_s + 3 + j * nns,
node_end=node_ref + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 2 * n_s + 4 + j * nns,
node_end=node_ref + n_s + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 4 * n_s + 8 + j * nns,
node_end=node_ref + 2 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 4 * n_s + 9 + j * nns,
node_end=node_ref + 3 * n_s + 5 + j * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_columns_side))
mem_num += 1
if j < n_u:
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + 1 + j * nns,
node_end=node_ref + n_s + 1 + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 2 * n_s + 2 + j * nns,
node_end=node_ref + 2 * n_s + 2 + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + 1 + 2 * n_s + 5 + j * nns,
node_end=node_ref + n_s + 1 + 2 * n_s + 5 + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + 2 * n_s + 2 + 2 * n_s + 5 + j * nns,
node_end=node_ref + 2 * n_s + 2 + 2 * n_s + 5 + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_girders_side))
mem_num += 1
if j < n_u:
if purlins_2:
for i in range(n_s):
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + 2 + i + j * nns,
node_end=node_ref + n_s + 2 + i + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_purlins_side))
mem_num += 1
members_list.append(
rfem.structure_core.Member(
no=mem_num,
node_start=node_ref + n_s + 2 + i + 2 * n_s + 5 + j * nns,
node_end=node_ref + n_s + 2 + i + 2 * n_s + 5 + (j + 1) * nns,
type=rfem.structure_core.MEMBER_TYPE_BEAM,
section_start=section_purlins_side))
mem_num += 1
if purlins_2:
mmn = 10 * n_s + 14
k = 2 * n_s
else:
mmn = 8 * n_s + 14
k = 0
for j in range(n_u):
surface_members = []
for i in range(n_s + 1):
surface_members.append(mem_ref + 2 * n_s + 2 * i + j * mmn)
surface_members.append(mem_ref + 2 * n_s + mmn + 2 * i + j * mmn)
surface_members.append(mem_ref + mmn - 4 - k + j * mmn)
surface_members.append(mem_ref + mmn - 3 - k + j * mmn)
surfaces_list.append(
rfem.structure_core.Surface(
no=2 * j + n_u + 1,
boundary_lines=surface_members,
type=rfem.structure_core.SURFACE_TYPE_STANDARD,
geometry=rfem.structure_core.SURFACE_GEOMETRY_PLANE,
thickness=thickness_roof_slab_side))
surface_members = []
for i in range(n_s + 1):
surface_members.append(mem_ref + 2 * n_s + 2 * i + 1 + j * mmn)
surface_members.append(mem_ref + 2 * n_s + mmn + 2 * i + 1 + j * mmn)
surface_members.append(mem_ref + mmn - 2 - k + j * mmn)
surface_members.append(mem_ref + mmn - 1 - k + j * mmn)
surfaces_list.append(
rfem.structure_core.Surface(
no=2 * j + n_u + 2,
boundary_lines=surface_members,
type=rfem.structure_core.SURFACE_TYPE_STANDARD,
geometry=rfem.structure_core.SURFACE_GEOMETRY_PLANE,
thickness=thickness_roof_slab_side))
nodal_supports_list = [
rfem.types_for_nodes.NodalSupport(
no=1,
nodes=[supports[0],],
spring_x=inf,
spring_y=inf,
spring_z=inf,
rotational_restraint_x=0,
rotational_restraint_y=0,
rotational_restraint_z=inf),
rfem.types_for_nodes.NodalSupport(
no=2,
nodes=supports[1:],
spring_x=0,
spring_y=0,
spring_z=inf,
rotational_restraint_x=0,
rotational_restraint_y=0,
rotational_restraint_z=inf)]
rfem_app.create_object_list(nodes_list)
rfem_app.create_object_list(members_list)
rfem_app.update_object_list(lines_list)
rfem_app.create_object_list(surfaces_list)
rfem_app.create_object_list(nodal_supports_list)
# Static Analysis Settings
rfem_app.create_object(rfem.loading.StaticAnalysisSettings(no=1))
# Load Cases
rfem_app.create_object(
rfem.loading.LoadCase(
no=1,
name="Self weight",
static_analysis_settings=1))