def accept(self):
load_combinations = None
selected_beams = self.form.selected_beams.isChecked()
exclude_selected_beams = self.form.exclude_selected_beams.isChecked()
beams_names = None
if (selected_beams or exclude_selected_beams):
beams, _ = self.etabs.frame_obj.get_beams_columns()
names = self.etabs.select_obj.get_selected_obj_type(2)
names = [name for name in names if self.etabs.frame_obj.is_beam(name)]
if selected_beams:
beams_names = set(names).intersection(beams)
elif exclude_selected_beams:
beams_names = set(beams).difference(names)
phi = self.form.phi_spinbox.value()
num_iteration = self.form.iteration_spinbox.value()
tolerance = self.form.tolerance_spinbox.value()
j_max_value = self.form.maxj_spinbox.value()
j_min_value = self.form.minj_spinbox.value()
initial_j = self.form.initial_checkbox.isChecked()
initial_j = self.form.initial_spinbox.value() if initial_j else None
decimals = self.form.rounding.isChecked()
decimals = self.form.round_decimals.value() if decimals else None
df = self.etabs.frame_obj.correct_torsion_stiffness_factor(
load_combinations,
beams_names,
phi,
num_iteration,
tolerance,
j_max_value,
j_min_value,
initial_j,
decimals,
)
import table_model
table_model.show_results(df, None, table_model.BeamsJModel, self.etabs.view.show_frame)
def accept(self):
data, headers = self.etabs.database.get_hight_pressure_columns()
import table_model
table_model.show_results(
data,
headers,
model=table_model.HighPressureColumnModel,
function=self.etabs.view.show_frame,
)
def get_high_pressure_names():
filt = data['high pressure'] == True
df = data.loc[filt]
return df['UniqueName']
group_name = self.form.group_name.text(
) if self.form.group_checkbox.isChecked() else None
if group_name:
frame_names = get_high_pressure_names()
if len(frame_names) == 0:
return
self.etabs.group.add(group_name)
for name in frame_names:
self.etabs.SapModel.FrameObj.SetGroupAssign(name, group_name)
if self.form.select_all.isChecked():
if group_name is None:
frame_names = get_high_pressure_names()
if len(frame_names) == 0:
return
self.etabs.view.show_frames(frame_names)
def accept(self):
loadcases = []
for lw in (self.form.x_loadcase_list, self.form.y_loadcase_list):
for i in range(lw.count()):
item = lw.item(i)
if item.checkState() == Qt.Checked:
loadcases.append(item.text())
data, headers = self.etabs.get_story_forces_with_percentages(
loadcases=loadcases)
import table_model
table_model.show_results(data, headers, table_model.StoryForcesModel)
def accept(self):
import table_model
loadcases = []
for lw in (self.form.x_loadcase_list, self.form.y_loadcase_list):
for i in range(lw.count()):
item = lw.item(i)
if item.checkState() == Qt.Checked:
loadcases.append(item.text())
df = self.etabs.get_diaphragm_max_over_avg_drifts(loadcases=loadcases)
data, headers = df.values, list(df.columns)
table_model.show_results(data, headers, table_model.TorsionModel,
self.etabs.view.show_point)
def accept(self):
if self.form.radio_button_2800.isChecked():
way = '2800'
if self.form.radio_button_modal.isChecked():
way = 'modal'
if self.form.radio_button_earthquake.isChecked():
way = 'earthquake'
ret = self.etabs.get_story_stiffness_table(way)
if not ret:
err = "Please Activate Calculate Diaphragm Center of Rigidity in ETABS!"
QMessageBox.critical(None, "Error", err)
return None
data, headers = ret
import table_model
table_model.show_results(data, headers,
table_model.StoryStiffnessModel)
def check(self):
filename = self.form.filename.text()
file_path = Path(filename)
if file_path.exists():
filename = file_path
data = self.etabs.frame_obj.require_100_30(
self.ex,
self.ey,
filename,
self.type_,
self.code,
)
headers = list(data.columns)
import table_model
table_model.show_results(
data,
headers,
model=table_model.Column100_30Model,
)
def accept(self):
use_json_file = self.form.file_groupbox.isChecked()
dir_ = 'x' if self.form.x_radio_button.isChecked() else 'y'
if use_json_file:
json_file = Path(self.form.json_file.text())
else:
json_file = Path(self.etabs.SapModel.GetModelFilepath()
) / f'columns_pmm_beams_rebars_{dir_}.json'
if json_file.exists():
import table_model
ret = self.etabs.load_from_json(json_file)
data, headers, data2, headers2 = ret
table_model.show_results(data, headers,
table_model.ColumnsRatioModel)
table_model.show_results(data2, headers2,
table_model.BeamsRebarsModel)
else:
err = "Please first get weakness ration, then show it!"
QMessageBox.critical(self, "Error", str(err))
return None
def accept(self):
import table_model
if not self.etabs.success:
QMessageBox.warning(None, 'ETABS', 'Please open etabs file!')
return False
use_weakness_file = self.form.file_groupbox.isChecked()
dir_ = 'x' if self.form.x_radio_button.isChecked() else 'y'
if use_weakness_file:
weakness_filepath = Path(self.form.weakness_file.text())
if weakness_filepath.exists():
ret = self.etabs.frame_obj.get_beams_columns_weakness_structure(
weakness_filename=weakness_filepath, dir_=dir_)
else:
ret = self.etabs.frame_obj.get_beams_columns_weakness_structure(
dir_=dir_)
if not ret:
err = "Please select one beam in ETABS model!"
QMessageBox.critical(self, "Error", str(err))
return None
data, headers, data2, headers2 = ret
table_model.show_results(data, headers, table_model.ColumnsRatioModel)
table_model.show_results(data2, headers2, table_model.BeamsRebarsModel)
def accept(self):
if self.form.radio_button_2800.isChecked():
way = '2800'
elif self.form.radio_button_modal.isChecked():
way = 'modal'
elif self.form.radio_button_earthquake.isChecked():
way = 'earthquake'
elif self.form.radio_button_file.isChecked():
way = 'file'
if way != 'file':
e_name = self.etabs.get_file_name_without_suffix()
name = f'{e_name}_story_stiffness_{way}_table.json'
json_file = Path(self.etabs.SapModel.GetModelFilepath()) / name
else:
json_file = self.form.json_line_edit.text()
ret = self.etabs.load_from_json(json_file)
if not ret:
err = "Can not find the results!"
QMessageBox.critical(self, "Error", str(err))
return None
data, headers = ret
import table_model
table_model.show_results(data, headers, table_model.StoryStiffnessModel)
def accept(self):
d = config.load(self.json_file)
no_of_stories = d['no_of_story_x']
cdx = d['cdx']
cdy = d['cdy']
bot_story = d["bot_x_combo"]
top_story = d["top_x_combo"]
create_t_file = self.form.create_t_file_box.isChecked()
loadcases = []
for lw in (self.form.x_loadcase_list, self.form.y_loadcase_list):
for i in range(lw.count()):
item = lw.item(i)
if item.checkState() == Qt.Checked:
loadcases.append(item.text())
if create_t_file:
tx, ty, _ = self.etabs.get_drift_periods()
config.save_analytical_periods(self.json_file, tx, ty)
building = self.current_building(tx, ty)
self.etabs.apply_cfactor_to_edb(building, bot_story, top_story)
drifts, headers = self.etabs.get_drifts(no_of_stories, cdx, cdy,
loadcases)
import table_model
table_model.show_results(drifts, headers, table_model.DriftModel)