def test_concrete_rectangular_section():
rect = cs.concrete_rectangular_section(
b=300,
d=600,
dia_top=16,
n_top=3,
dia_bot=20,
n_bot=3,
n_circle=16,
cover=30,
area_top=200,
area_bot=310,
conc_mat=conc_mat,
steel_mat=steel_mat,
)
# check geometry is created correctly
conc_area = 0
steel_area = 0
for geom in rect.geoms:
if geom.material == conc_mat:
conc_area += geom.calculate_area()
elif geom.material == steel_mat:
steel_area += geom.calculate_area()
else:
raise ValueError("Material {0} is not correctly assigned".format(
geom.material))
net_area = 600 * 300
actual_steel_area = 3 * (200 + 310)
# check areas
check.almost_equal(conc_area, net_area - actual_steel_area, rel=r_tol)
check.almost_equal(steel_area, actual_steel_area, rel=r_tol)
def test_get_reproduction_dist():
environment = model.Environment(h=500, w=500)
agents = [
model.Agent(0, 0),
model.Agent(0, 1),
model.Agent(0, 2),
model.Agent(0, 3),
]
environment.agents = agents
environment.heightmap[0, 0] = 8
environment.heightmap[0, 1] = 6
environment.heightmap[0, 2] = 4
environment.heightmap[0, 3] = 2
environment.rel_fitness = environment._get_relative_dist()
environment.k = 1
totally_equal = environment._get_reproduction_dist()
environment.k = 0
most_unequal = environment._get_reproduction_dist()
environment.k = 0.5
halfway_equal = environment._get_reproduction_dist()
for elt in totally_equal:
check.equal(elt, 0.25)
check.less(most_unequal[3], most_unequal[2])
check.less(most_unequal[2], most_unequal[1])
check.less(most_unequal[1], most_unequal[0])
for i in range(len(halfway_equal)):
check.almost_equal(halfway_equal[i], 0.5*totally_equal[i] + 0.5*most_unequal[i])
def test_concrete_circular_section():
rect = cs.concrete_circular_section(
d=600,
n=64,
dia=20,
n_bar=8,
n_circle=16,
cover=45,
area_conc=np.pi * 600 * 600 / 4,
area_bar=310,
conc_mat=conc_mat,
steel_mat=steel_mat,
)
# check geometry is created correctly
conc_area = 0
steel_area = 0
for geom in rect.geoms:
if geom.material == conc_mat:
conc_area += geom.calculate_area()
elif geom.material == steel_mat:
steel_area += geom.calculate_area()
else:
raise ValueError("Material {0} is not correctly assigned".format(
geom.material))
net_area = np.pi * 600 * 600 / 4
actual_steel_area = 8 * 310
# check areas
check.almost_equal(conc_area, net_area - actual_steel_area, rel=r_tol)
check.almost_equal(steel_area, actual_steel_area, rel=r_tol)
def test_it_returns_a_valid_geocode(ors_client):
# Setup
correct_location_line = r'{"name": "Haus der Musik", "city": "Heiden", "postal_code": "46359", "street": "Am Sportzentrum", "housenumber": "7"}'
subject = MeetingLocation(ors_client, correct_location_line)
# Test
check.almost_equal([6.9342899, 51.8213412], subject.getGeocode())
def test_it_calculates_total_times_in_min(ors_client):
subject = GroupDistanceCalculator(ors_client, [], [])
test_matrix = {'durations': [[300, 600, 900], [120, 180, 1080]]}
sums_minutes = [7.0, 13.0, 33.0]
result = subject.totalTimes(test_matrix)
check.almost_equal(result, sums_minutes, rel=0.001)
def test_it_calculates_total_distances_in_km(ors_client):
subject = GroupDistanceCalculator(ors_client, [], [])
test_matrix = {
'distances': [[4600.0, 1300.0], [1000.0, 2000.0], [5000.0, 7000.0]]
}
sums_km = [11.0, 10.0]
result = subject.totalDistances(test_matrix)
check.almost_equal(result, sums_km, rel=0.001)
def test_compound_rectangular_offset():
rect1 = sections.rectangular_section(d=50, b=50)
rect2 = sections.rectangular_section(d=50, b=50).align_to(rect1, "right")
geom = rect1 + rect2
geom = geom.offset_perimeter(amount=-5, where="exterior")
geom.create_mesh([50])
section = Section(geom)
section.calculate_geometric_properties()
area = 90 * 40
check.almost_equal(section.get_area(), area, rel=r_tol)
def test_i_section():
i_section = steel_sections.i_section(d=308,
b=305,
t_f=15.4,
t_w=9.9,
r=16.5,
n_r=16)
i_section.create_mesh([100])
section = Section(i_section)
section.calculate_geometric_properties()
perim = ((2 * 305) + (4 * 15.4) + 2 * (305 - 9.9 - 2 * 16.5) +
(2 * np.pi * 16.5) + 2 * (308 - 2 * 15.4 - 2 * 16.5))
check.almost_equal(section.get_perimeter(), perim, rel=r_tol)
def test_consume_fuel_card_norma3(api, data):
"""用户id（userId）为空"""
request_data = data.get('test_consume_fuel_card_norma3')
try:
res_dict = api.request_all(request_data).json()
print(f'响应数据{res_dict}')
# 响应断言
ck.equal(301, res_dict.get("code"))
ck.almost_equal("参数类型错误com.alibaba.fastjson.JSONException",
res_dict.get("msg"))
ck.is_false(res_dict.get('success'))
except:
pass
def test_fb_A(PeeryEx7_2_1):
"""Check the stress at point A."""
# Load from the text
v = [-1e5, 1e4]
# Coordinates of point A
A = (-5, 4)
# The answer in the example
perfect_result = 1210
# The simplified textbook equation
text_result = round(-494 * -5 + -315 * 4)
nodes = PeeryEx7_2_1.xsect.mesh_nodes
index, _ = get_node(nodes, A)
_ = PeeryEx7_2_1.apply_load(v)
computed_result = PeeryEx7_2_1.stress.get_stress()[0]["sig_zz"][index]
check.almost_equal(text_result, perfect_result)
check.almost_equal(computed_result, perfect_result, rel=1e-3)
def test_compound_rectangular_isection_perimeter1():
d = 300
b = 150
tf = 10
tw = 6
r = 12
b_p = 250
t_p = 16
ub = steel_sections.i_section(d=d, b=b, t_f=tf, t_w=tw, r=r, n_r=16)
plate = (sections.rectangular_section(
b=b_p, d=t_p).align_center(ub).align_to(ub, on="top"))
geom = ub + plate
geom.create_mesh([100])
section = Section(geom)
section.calculate_geometric_properties()
perim = (b + (4 * tf) + 2 * (b - tw - 2 * r) + (2 * np.pi * r) + 2 *
(d - 2 * tf - 2 * r) + (b_p - b) + (2 * t_p) + b_p)
check.almost_equal(section.get_perimeter(), perim, rel=r_tol)
def test_rectangular_offset():
# exterior negative offset
rect = sections.rectangular_section(d=500, b=300)
rect = rect.offset_perimeter(amount=-10, where="exterior")
rect.create_mesh([200])
section = Section(rect)
section.calculate_geometric_properties()
area = 480 * 280
check.almost_equal(section.get_area(), area, rel=r_tol)
# exterior positive offset
rect = sections.rectangular_section(d=500, b=300)
rect = rect.offset_perimeter(amount=10, where="exterior")
rect.create_mesh([200])
section = Section(rect)
section.calculate_geometric_properties()
area = 520 * 320 - (20 * 20 - np.pi * 10 * 10)
check.almost_equal(section.get_area(), area, rel=r_tol)
def test_compound_rectangular_isection_offset_corrode():
d = 300
b = 150
tf = 10
tw = 8
r = 12
b_p = 250
t_p = 16
ub = steel_sections.i_section(d=d, b=b, t_f=tf, t_w=tw, r=r, n_r=16)
plate = (sections.rectangular_section(
b=b_p, d=t_p).align_center(ub).align_to(ub, on="top"))
geom_test = ub + plate
geom_test = geom_test.offset_perimeter(amount=-2, where="exterior")
geom_test.create_mesh([100])
section_test = Section(geom_test)
section_test.calculate_geometric_properties()
ub_corroded = steel_sections.mono_i_section(d=298,
b_t=146,
b_b=146,
t_ft=8,
t_fb=6,
t_w=4,
r=14,
n_r=16)
plate_corroded1 = (sections.rectangular_section(
b=146, d=2).align_center(ub_corroded).align_to(ub_corroded, "top"))
plate_corroded2 = (sections.rectangular_section(
b=246,
d=12).align_center(ub_corroded).align_to(plate_corroded1, "top"))
rad_l = (draw_radius(2,
8).align_to(plate_corroded1,
"left").align_to(plate_corroded2,
"bottom"))
rad_r = (draw_radius(2, 8).mirror_section("y", [2, 0]).align_to(
plate_corroded1, "right").align_to(plate_corroded2, "bottom"))
geom_corroded = ub_corroded + plate_corroded1 + plate_corroded2 + rad_l + rad_r
geom_corroded.create_mesh([100])
section_corroded = Section(geom_corroded)
section_corroded.calculate_geometric_properties()
check.almost_equal(section_test.get_area(),
section_corroded.get_area(),
rel=r_tol)
def test_symmetric_fb(PeeryEx6_2_1):
"Max bending stress on the section."
_geom, xsect = PeeryEx6_2_1
# Defined in the text
moment = 8e5
y = 3
I = xsect.section_props.ixx_g
xsect.calculate_warping_properties()
stress = xsect.calculate_stress(Mxx=moment)
# The number quoted in the book. (Peery rounds this to the hundreds)
# 55400 = 55427.3
perfect_result = 55427.3
# The number from the textbook equation
computed_result = moment * y / I
check.almost_equal(perfect_result, computed_result, rel=1e-3)
# The max stress, computed through FEA on our mesh.
numerical_result = max(stress.get_stress()[0]["sig_zz"])
check.almost_equal(numerical_result, perfect_result, rel=1e-3)
def test_fb_C(PeeryEx7_2_1):
"""Check the stress at point C."""
# Load from the text
v = [-1e5, 1e4]
# Coordinates of point C
C = (1, 6)
# The answer in the example
# For this point, Peery rounds to the tens place,
# thus -2380 is the exact number written in the book
# but -2384 is the answer computed from his values.
perfect_result = -2384
# The simplified textbook equation
text_result = round(-494 * 1 + -315 * 6)
nodes = PeeryEx7_2_1.xsect.mesh_nodes
assert len(nodes > 0)
index, _ = get_node(nodes, C)
_ = PeeryEx7_2_1.apply_load(v)
computed_result = PeeryEx7_2_1.stress.get_stress()[0]["sig_zz"][index]
check.almost_equal(text_result, perfect_result)
check.almost_equal(computed_result, perfect_result, rel=1e-3)
def test_call_key_hook(self, mocker, timescale, hook):
time = 0.1 if hook == 'begin' else 0.123
value = 17 if timescale != 'run' else None
logs = {'log': 7}
t_begin_name = f't_{timescale}_begin'
dt_name = f'dt_{timescale}'
hook_name = f'on_{timescale}_{hook}'
mocker.patch('time.time', return_value=time)
mocker.patch('learnrl.callbacks.callback.Callback.' + hook_name)
callbacks = CallbackList(self.callbacks)
if hook == 'end':
setattr(callbacks, t_begin_name, 0.1)
callbacks._call_key_hook(timescale, hook, value=value, logs=logs)
if hook == 'end':
check.almost_equal(logs.get(dt_name), 0.023)
for callback in self.callbacks:
check.is_true(getattr(callback, hook_name).called)
def test_compound_rhs_isection_perimeter():
d = 200
b = 150
t = 9
r = 15
b_p = 250
t_p = 16
rhs = steel_sections.rectangular_hollow_section(d=d,
b=b,
t=t,
r_out=r,
n_r=16)
plate1 = (sections.rectangular_section(
b=b_p, d=t_p).align_center(rhs).align_to(rhs, on="top"))
plate2 = (sections.rectangular_section(
b=b_p, d=t_p).align_center(rhs).align_to(rhs, on="bottom"))
geom = rhs + plate1 + plate2
geom.create_mesh([100])
section = Section(geom)
section.calculate_geometric_properties()
perim = ((2 * b_p) + (4 * t_p) + 2 * (b_p - b + 2 * r) + (2 * np.pi * r) +
2 * (d - 2 * r))
check.almost_equal(section.get_perimeter(), perim, rel=r_tol)
def test_almost_equal():
check.almost_equal(1, 1)
check.almost_equal(1, 1.1, abs=0.2)
check.almost_equal(2, 1, rel=1)
def test_box_offset():
# exterior negative offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=-5, where="exterior")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 190 * 90 - 180 * 80
check.almost_equal(section.get_area(), area, rel=r_tol)
# exterior positve offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=5, where="exterior")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 210 * 110 - (10 * 10 - np.pi * 5 * 5) - 180 * 80
check.almost_equal(section.get_area(), area, rel=r_tol)
# interior negative offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=-5, where="interior")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 200 * 100 - 170 * 70
check.almost_equal(section.get_area(), area, rel=r_tol)
# interior positive offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=5, where="interior")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 200 * 100 - 190 * 90 + (10 * 10 - np.pi * 5 * 5)
check.almost_equal(section.get_area(), area, rel=r_tol)
# all negative offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=-2.5, where="all")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 195 * 95 - 185 * 85 + (5 * 5 - np.pi * 2.5 * 2.5)
check.almost_equal(section.get_area(), area, rel=r_tol)
# all positive offset
box = steel_sections.rectangular_hollow_section(d=200,
b=100,
t=10,
r_out=0,
n_r=1)
box = box.offset_perimeter(amount=5, where="all")
box.create_mesh([50])
section = Section(box)
section.calculate_geometric_properties()
area = 210 * 110 - (10 * 10 - np.pi * 5 * 5) - 170 * 70
check.almost_equal(section.get_area(), area, rel=r_tol)
def test_rectangular_section_plastic():
check.almost_equal(rectangle_section.get_pc(), (50 / 2, 100 / 2))
check.almost_equal(rectangle_section.get_pc_p(), (50 / 2, 100 / 2))
check.almost_equal(rectangle_section.get_s(),
(50 * 100**2 / 4, 100 * 50**2 / 4))
check.almost_equal(rectangle_section.get_sp(),
(50 * 100**2 / 4, 100 * 50**2 / 4))
check.almost_equal(rectangle_section.get_sf(), (1.5, 1.5, 1.5, 1.5))
check.almost_equal(rectangle_section.get_sf_p(), (1.5, 1.5, 1.5, 1.5))
def test_rectangular_section_warping():
check.almost_equal(rectangle_section.section_props.j,
2861002,
rel=2 * warp_tol) # roark's
# check.almost_equal(rectangle_section.section_props.j, 2.85852e6, rel=2e-5) #st7
check.almost_equal(rectangle_section.section_props.j, 2.861326e06,
rel=tol) # main branch
check.almost_equal(rectangle_section.section_props.gamma,
3.177234e08,
rel=tol) # main branch
check.almost_equal(rectangle_section.get_sc(), (50 / 2, 100 / 2),
rel=warp_tol)
check.almost_equal(rectangle_section.get_sc_p(),
(-4.103589e-04, 1.164891e-03),
rel=tol)
check.almost_equal(rectangle_section.get_sc_t(), (50 / 2, 100 / 2),
rel=warp_tol)
check.almost_equal(rectangle_section.get_As(), (4.168418e03, 4.166821e03),
rel=tol)
check.almost_equal(rectangle_section.get_As_p(),
(4.168418e03, 4.166821e03),
rel=tol)
def test_rectangular_section_geometric():
check.almost_equal(rectangle_section.section_props.area, 100 * 50, rel=tol)
check.almost_equal(rectangle_section.section_props.perimeter,
2 * 100 + 2 * 50,
rel=tol)
check.almost_equal(rectangle_section.section_props.mass,
1 * 100 * 50,
rel=tol)
check.almost_equal(rectangle_section.section_props.ea,
1 * 100 * 50,
rel=tol)
check.almost_equal(rectangle_section.section_props.qx,
100 * 50 * 50,
rel=tol)
check.almost_equal(rectangle_section.section_props.qy,
100 * 50 * 25,
rel=tol)
check.almost_equal(rectangle_section.section_props.ixx_g,
50 * 100**3 / 3,
rel=tol)
check.almost_equal(rectangle_section.section_props.iyy_g,
100 * 50**3 / 3,
rel=tol)
check.almost_equal(rectangle_section.section_props.ixy_g,
100 * 50 * 50 * 25,
rel=tol)
check.almost_equal(rectangle_section.section_props.cx, 50 / 2, rel=tol)
check.almost_equal(rectangle_section.section_props.cy, 100 / 2, rel=tol)
check.almost_equal(rectangle_section.section_props.ixx_c,
50 * 100**3 / 12,
rel=tol)
check.almost_equal(rectangle_section.section_props.iyy_c,
100 * 50**3 / 12,
rel=tol)
check.almost_equal(rectangle_section.section_props.ixy_c, 0, abs=tol)
check.almost_equal(rectangle_section.section_props.zxx_plus,
50 * 100**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.zxx_minus,
50 * 100**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.zyy_plus,
100 * 50**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.zyy_minus,
100 * 50**2 / 6,
rel=tol)
check.almost_equal(
rectangle_section.section_props.rx_c,
(50 * 100**3 / 12 / 100 / 50)**0.5,
rel=tol,
)
check.almost_equal(
rectangle_section.section_props.ry_c,
(100 * 50**3 / 12 / 100 / 50)**0.5,
rel=tol,
)
check.almost_equal(rectangle_section.section_props.i11_c,
(50 * 100**3 / 12),
rel=tol)
check.almost_equal(rectangle_section.section_props.i22_c,
(100 * 50**3 / 12),
rel=tol)
check.almost_equal(rectangle_section.section_props.phi, 0, rel=tol)
check.almost_equal(rectangle_section.section_props.z11_plus,
50 * 100**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.z11_minus,
50 * 100**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.z22_plus,
100 * 50**2 / 6,
rel=tol)
check.almost_equal(rectangle_section.section_props.z22_minus,
100 * 50**2 / 6,
rel=tol)
check.almost_equal(
rectangle_section.section_props.r11_c,
(50 * 100**3 / 12 / 100 / 50)**0.5,
rel=tol,
)
check.almost_equal(
rectangle_section.section_props.r22_c,
(100 * 50**3 / 12 / 100 / 50)**0.5,
rel=tol,
)
def test_angle_all_properties():
check.almost_equal(angle_section.section_props.area, 2747.059)
check.almost_equal(angle_section.section_props.perimeter, 471.3501)
check.almost_equal(angle_section.section_props.cx, 2.122282e1)
check.almost_equal(angle_section.section_props.cy, 5.098127e1)
check.almost_equal(angle_section.section_props.ixx_g, 1.342632e7)
check.almost_equal(angle_section.section_props.iyy_g, 2.955753e6)
check.almost_equal(angle_section.section_props.ixy_g, 1.086603e6)
check.almost_equal(angle_section.section_props.ixx_c, 6.286470e6)
check.almost_equal(angle_section.section_props.iyy_c, 1.718455e6)
check.almost_equal(angle_section.section_props.ixy_c, -1.885622e6)
check.almost_equal(angle_section.section_props.zxx_plus, 6.348769e4)
check.almost_equal(angle_section.section_props.zxx_minus, 1.233094e5)
check.almost_equal(angle_section.section_props.zyy_plus, 2.498584e04)
check.almost_equal(angle_section.section_props.zyy_minus, 8.097207e4)
check.almost_equal(angle_section.section_props.rx_c, 4.783761e1)
check.almost_equal(angle_section.section_props.ry_c, 2.501124e1)
check.almost_equal(angle_section.section_props.i11_c, 6.964263e6)
check.almost_equal(angle_section.section_props.i22_c, 1.040662e6)
check.almost_equal(angle_section.section_props.phi, -1.602289e2)
check.almost_equal(angle_section.section_props.z11_plus, 9.775662e4)
check.almost_equal(angle_section.section_props.z11_minus, 6.939239e4)
check.almost_equal(angle_section.section_props.z22_plus, 2.796211e4)
check.almost_equal(angle_section.section_props.z22_minus, 2.076613e4)
check.almost_equal(angle_section.section_props.r11_c, 5.035048e1)
check.almost_equal(angle_section.section_props.r22_c, 1.946350e1)
check.almost_equal(angle_section.section_props.sxx, 1.135392e5)
check.almost_equal(
angle_section.section_props.syy, 4.572267e4
) # Altered from 4.572269e4
check.almost_equal(angle_section.section_props.sf_xx_plus, 1.788366)
check.almost_equal(angle_section.section_props.sf_xx_minus, 9.207672e-1)
check.almost_equal(
angle_section.section_props.sf_yy_plus, 1.829943
) # Altered from 1.829944
check.almost_equal(
angle_section.section_props.sf_yy_minus, 5.646721e-1
) # Altered from 5.646723e-1
check.almost_equal(angle_section.section_props.s11, 1.210275e5)
check.almost_equal(angle_section.section_props.s22, 4.376054e4)
check.almost_equal(angle_section.section_props.sf_11_plus, 1.238049)
check.almost_equal(angle_section.section_props.sf_11_minus, 1.744103)
check.almost_equal(angle_section.section_props.sf_22_plus, 1.564994)
check.almost_equal(angle_section.section_props.sf_22_minus, 2.107303)
check.almost_equal(
angle_section.section_props.j, 1.354663e5
) # Altered from 1.354663e5
check.almost_equal(angle_section.section_props.gamma, 162220735.49)
check.almost_equal(angle_section.section_props.A_s11, 8.855951e2)
check.almost_equal(angle_section.section_props.A_s22, 1.460240e3)
check.almost_equal(angle_section.section_props.x11_se, 2.870404e1)
check.almost_equal(angle_section.section_props.y22_se, 3.522141e1)
def test_custom_section_all_properties():
check.almost_equal(custom_section.section_props.area, 4250)
check.almost_equal(custom_section.section_props.cx, 4.933333e1)
check.almost_equal(custom_section.section_props.cy, 6.501961e1)
check.almost_equal(custom_section.section_props.ixx_g, 2.567250e7)
check.almost_equal(custom_section.section_props.iyy_g, 1.418583e7)
check.almost_equal(custom_section.section_props.ixy_g, 1.379792e7)
check.almost_equal(custom_section.section_props.ixx_c, 7.705415e6)
check.almost_equal(custom_section.section_props.iyy_c, 3.842278e6)
check.almost_equal(custom_section.section_props.ixy_c, 1.654722e5)
check.almost_equal(custom_section.section_props.zxx_plus, 1.713061e5)
check.almost_equal(custom_section.section_props.zxx_minus, 1.185091e5)
check.almost_equal(custom_section.section_props.zyy_plus, 6.333425e4)
check.almost_equal(custom_section.section_props.zyy_minus, 6.475749e4)
check.almost_equal(custom_section.section_props.rx_c, 4.257979e01)
check.almost_equal(custom_section.section_props.ry_c, 3.006768e1)
check.almost_equal(custom_section.section_props.phi, -2.448209)
check.almost_equal(custom_section.section_props.i11_c, 7.712490e6)
check.almost_equal(custom_section.section_props.i22_c, 3.835203e6)
check.almost_equal(custom_section.section_props.z11_plus, 1.622630e5)
check.almost_equal(custom_section.section_props.z11_minus, 1.142680e5)
check.almost_equal(custom_section.section_props.z22_plus, 6.050295e4)
check.almost_equal(custom_section.section_props.z22_minus, 6.266613e4)
check.almost_equal(custom_section.section_props.r11_c, 4.259934e1)
check.almost_equal(custom_section.section_props.r22_c, 3.003998e1)
check.almost_equal(custom_section.section_props.sxx, 1.531971e5)
check.almost_equal(custom_section.section_props.syy, 1.014943e5)
check.almost_equal(
custom_section.get_sf(), (8.942884e-01, 1.292703, 1.602519, 1.567298)
)
check.almost_equal(custom_section.section_props.s11, 1.533463e5)
check.almost_equal(custom_section.section_props.s22, 1.015010e5)
check.almost_equal(custom_section.section_props.sf_11_plus, 9.450478e-1)
check.almost_equal(custom_section.section_props.sf_11_minus, 1.341988)
check.almost_equal(custom_section.section_props.sf_22_plus, 1.677621)
check.almost_equal(custom_section.section_props.sf_22_minus, 1.619711)
check.almost_equal(custom_section.section_props.j, 3.477399e5)
check.almost_equal(custom_section.section_props.gamma, 7.532929e9)
check.almost_equal(custom_section.section_props.A_s11, 2.945692e3)
check.almost_equal(custom_section.section_props.A_s22, 9.564143e2)
check.almost_equal(custom_section.section_props.x11_se, 1.916270)
check.almost_equal(custom_section.section_props.y22_se, 3.017570)
def test_symmetric_ixx(PeeryEx6_2_1):
# Directly from the example, we know that
# the 2nd moment of inertia resisting bending is.
_geom, xsect = PeeryEx6_2_1
check.almost_equal(xsect.section_props.ixx_g, 43.3, rel=1e-3)
def test_line_values():
# Comment recognition
check.equal(lines[0].comment, True)
check.equal(lines[1].comment, False)
# Line fields
check.equal(lines[0].layer, 42)
check.equal(lines[1].layer, 0)
check.equal(lines[0].style, "Default")
check.equal(lines[1].style, "Normal")
check.equal(lines[0].actor, "Test")
check.equal(lines[1].actor, "")
check.equal(lines[0].effect, "Test; Wow")
check.equal(lines[1].effect, "")
check.equal(lines[0].margin_l, 1)
check.equal(lines[1].margin_l, 0)
check.equal(lines[0].margin_r, 2)
check.equal(lines[1].margin_r, 0)
check.equal(lines[0].margin_v, 3)
check.equal(lines[1].margin_v, 50)
check.equal(lines[1].start_time, Convert.time("0:00:00.00"))
check.equal(lines[1].end_time, Convert.time("0:00:09.99"))
check.equal(lines[1].duration,
Convert.time("0:00:09.99") - Convert.time("0:00:00.00"))
check.equal(
lines[11].raw_text,
"{\\k56}{\\1c&HFFFFFF&}su{\\k13}re{\\k22}chi{\\k36}ga{\\k48}u {\\k25\\-Pyon}{\\k34}ko{\\k33}to{\\k50}ba {\\k15}no {\\k17}u{\\k34}ra {\\k46}ni{\\k33} {\\k28}to{\\k36}za{\\k65}sa{\\1c&HFFFFFF&\\k33\\1c&HFFFFFF&\\k30\\1c&HFFFFFF&}re{\\k51\\-FX}ta{\\k16} {\\k33}ko{\\k33}ko{\\k78}ro {\\k15}no {\\k24}ka{\\k95}gi",
)
check.equal(lines[11].text,
"surechigau kotoba no ura ni tozasareta kokoro no kagi")
# Normal style (no bold, italic and with a normal fs)
check.almost_equal(lines[1].width, 437.75, abs=max_deviation)
check.almost_equal(lines[1].height, 48.0, abs=max_deviation)
check.almost_equal(lines[1].ascent, 36.984375, abs=max_deviation)
check.almost_equal(lines[1].descent, 11.015625, abs=max_deviation)
if sys.platform == "win32":
check.equal(lines[1].internal_leading, 13.59375)
check.equal(lines[1].external_leading, 3.09375)
check.almost_equal(lines[1].x, lines[1].center, abs=max_deviation)
check.almost_equal(lines[1].y, lines[1].top, abs=max_deviation)
check.almost_equal(lines[1].left, 421.125, abs=max_deviation)
check.almost_equal(lines[1].center, 640.0, abs=max_deviation)
check.almost_equal(lines[1].right, 858.875, abs=max_deviation)
check.almost_equal(lines[1].top, 50.0, abs=max_deviation)
check.almost_equal(lines[1].middle, 74.0, abs=max_deviation)
check.almost_equal(lines[1].bottom, 98.0, abs=max_deviation)
# Bold style
check.almost_equal(lines[2].width, 461.609375, abs=max_deviation)
check.almost_equal(lines[2].height, 48.0, abs=max_deviation)
# Italic style
check.almost_equal(lines[3].width, 437.75, abs=max_deviation)
check.almost_equal(lines[3].height, 48.0, abs=max_deviation)
# Bold-italic style
check.almost_equal(lines[4].width, 461.609375, abs=max_deviation)
check.almost_equal(lines[4].height, 48.0, abs=max_deviation)
# Normal-spaced style
check.almost_equal(lines[5].width, 572.75, abs=max_deviation)
check.almost_equal(lines[5].height, 48.0, abs=max_deviation)
# Normal - fscx style
check.almost_equal(lines[6].width, 612.8499999999999, abs=max_deviation)
check.almost_equal(lines[6].height, 48.0, abs=max_deviation)
# Normal - fscy style
check.almost_equal(lines[7].width, 437.75, abs=max_deviation)
check.almost_equal(lines[7].height, 67.19999999999999, abs=max_deviation)
# Normal - Big FS
check.almost_equal(lines[8].width, 820.796875, abs=max_deviation)
check.almost_equal(lines[8].height, 90.0, abs=max_deviation)
# Normal - Big FS - Spaced
check.almost_equal(lines[9].width, 1090.796875, abs=max_deviation)
check.almost_equal(lines[9].height, 90.0, abs=max_deviation)
# Bold - Text with non latin characters (kanji)
check.almost_equal(lines[10].width, 309.65625, abs=max_deviation)
check.almost_equal(lines[10].height, 48.0, abs=max_deviation)
# Bold - Text with some tags
check.almost_equal(lines[11].width, 941.703125, abs=max_deviation)
check.almost_equal(lines[11].height, 48.0, abs=max_deviation)
# Bold - Vertical Text
check.almost_equal(lines[12].width, 31.546875, abs=max_deviation)
check.almost_equal(lines[12].height, 396.0, abs=max_deviation)
def test_unsymmetric_i22(PeeryEx7_2_1):
# Directly from the example, we know what
# the section properties should be.
xsect = PeeryEx7_2_1.xsect
check.almost_equal(xsect.section_props.i22_c, 79.5, rel=1e-3)
def equal(x, y):
nonlocal i
check.almost_equal(x, expectedList[i], abs=max_deviation)
check.almost_equal(y, expectedList[i + 1], abs=max_deviation)
i += 2
