def get_fu_fy_I_section_suptng(self):
material_grade = self[0]
designation = self[1].get(KEY_SUPTNGSEC, None)
fu = ''
fy = ''
if material_grade != "Select Material" and designation != "Select Section":
table = "Beams" if designation in connectdb("Beams", "popup") else "Columns"
I_sec_attributes = ISection(designation)
I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade)
fu = str(I_sec_attributes.fu)
fy = str(I_sec_attributes.fy)
else:
pass
d = {KEY_SUPTNGSEC_FU: fu,
KEY_SUPTNGSEC_FY: fy}
return d
def select_section(self, selectedsize):
"selecting components class based on the section passed "
if self.sec_profile == 'RHS':
self.section_size = RHS(designation=selectedsize,
material_grade=self.material)
elif self.sec_profile == 'CHS':
self.section_size = CHS(designation=selectedsize,
material_grade=self.material)
elif self.sec_profile == 'SHS':
self.section_size = SHS(designation=selectedsize,
material_grade=self.material)
elif self.sec_profile in ['Beams', 'Columns']:
self.section_size = ISection(designation=selectedsize,
material_grade=self.material)
else:
pass
print(self.section_size)
def tab_supported_section(self, input_dictionary):
""" show properties of the supported section (beam) """
if not input_dictionary or input_dictionary[KEY_SUPTDSEC] == 'Select Section' or input_dictionary[
KEY_MATERIAL] == 'Select Material':
designation = ''
material_grade = ''
source = 'Custom'
fu = ''
fy = ''
depth = ''
flange_width = ''
flange_thickness = ''
web_thickness = ''
flange_slope = ''
root_radius = ''
toe_radius = ''
m_o_e = "200"
m_o_r = "76.9"
p_r = "0.3"
t_e = "12"
mass = ''
area = ''
mom_inertia_z = ''
mom_inertia_y = ''
rad_of_gy_z = ''
rad_of_gy_y = ''
elast_sec_mod_z = ''
elast_sec_mod_y = ''
plast_sec_mod_z = ''
plast_sec_mod_y = ''
torsion_const = ''
warping_const = ''
image = VALUES_IMG_BEAM[0]
else:
designation = str(input_dictionary[KEY_SUPTDSEC])
material_grade = str(input_dictionary[KEY_MATERIAL])
I_sec_attributes = ISection(designation)
table = "Beams" if designation in connectdb("Beams", "popup") else "Columns"
I_sec_attributes.connect_to_database_update_other_attributes(table, designation,material_grade)
source = str(I_sec_attributes.source)
fu = str(I_sec_attributes.fu)
fy = str(I_sec_attributes.fy)
depth = str(I_sec_attributes.depth)
flange_width = str(I_sec_attributes.flange_width)
flange_thickness = str(I_sec_attributes.flange_thickness)
web_thickness = str(I_sec_attributes.web_thickness)
flange_slope = float(I_sec_attributes.flange_slope)
root_radius = str(I_sec_attributes.root_radius)
toe_radius = str(I_sec_attributes.toe_radius)
m_o_e = "200"
m_o_r = "76.9"
p_r = "0.3"
t_e = "12"
mass = str(I_sec_attributes.mass)
area = str(round((I_sec_attributes.area / 10 ** 2), 2))
mom_inertia_z = str(round((I_sec_attributes.mom_inertia_z / 10 ** 4), 2))
mom_inertia_y = str(round((I_sec_attributes.mom_inertia_y / 10 ** 4), 2))
rad_of_gy_z = str(round((I_sec_attributes.rad_of_gy_z / 10), 2))
rad_of_gy_y = str(round((I_sec_attributes.rad_of_gy_y / 10), 2))
elast_sec_mod_z = str(round((I_sec_attributes.elast_sec_mod_z / 10 ** 3), 2))
elast_sec_mod_y = str(round((I_sec_attributes.elast_sec_mod_y / 10 ** 3), 2))
plast_sec_mod_z = str(round((I_sec_attributes.plast_sec_mod_z / 10 ** 3), 2))
plast_sec_mod_y = str(round((I_sec_attributes.plast_sec_mod_y / 10 ** 3), 2))
torsion_const = str(round((I_sec_attributes.It / 10 ** 4), 2))
warping_const = str(round((I_sec_attributes.Iw / 10 ** 6), 2))
if flange_slope != 90:
image = VALUES_IMG_BEAM[0]
else:
image = VALUES_IMG_BEAM[1]
if KEY_SUPTDSEC_MATERIAL in input_dictionary.keys():
material_grade = input_dictionary[KEY_SUPTDSEC_MATERIAL]
material_attributes = Material(material_grade)
fu = material_attributes.fu
fy = material_attributes.fy
supporting_section = []
t1 = (KEY_SUPTDSEC, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation)
supporting_section.append(t1)
t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None)
supporting_section.append(t2)
material = connectdb("Material", call_type="popup")
t34 = (KEY_SUPTDSEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade)
supporting_section.append(t34)
t3 = (KEY_SUPTDSEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu)
supporting_section.append(t3)
t4 = (KEY_SUPTDSEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy)
supporting_section.append(t4)
t15 = ('Label_9', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e)
supporting_section.append(t15)
t16 = ('Label_10', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r)
supporting_section.append(t16)
t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r)
supporting_section.append(t31)
t32 = ('Label_25', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e)
supporting_section.append(t32)
t14 = ('Label_8', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], 'Rolled')
supporting_section.append(t14)
t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source)
supporting_section.append(t29)
t28 = (None, None, TYPE_BREAK, None, None)
supporting_section.append(t28)
t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None)
supporting_section.append(t5)
t6 = ('Label_1', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, depth)
supporting_section.append(t6)
t7 = ('Label_2', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, flange_width)
supporting_section.append(t7)
t8 = ('Label_3', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, flange_thickness)
supporting_section.append(t8)
t9 = ('Label_4', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, web_thickness)
supporting_section.append(t9)
t10 = ('Label_5', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope)
supporting_section.append(t10)
t11 = ('Label_6', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius)
supporting_section.append(t11)
t12 = ('Label_7', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius)
supporting_section.append(t12)
t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None)
supporting_section.append(t17)
t18 = ('Label_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass)
supporting_section.append(t18)
t19 = ('Label_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area)
supporting_section.append(t19)
t20 = ('Label_13', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z)
supporting_section.append(t20)
t21 = ('Label_14', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y)
supporting_section.append(t21)
t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z)
supporting_section.append(t22)
t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y)
supporting_section.append(t23)
t24 = ('Label_17', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z)
supporting_section.append(t24)
t25 = ('Label_18', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y)
supporting_section.append(t25)
t28 = (None, None, TYPE_BREAK, None, None)
supporting_section.append(t28)
# if flange_slope != 90:
t33 = (KEY_IMAGE, None, TYPE_IMAGE, None,image)
# else:
# t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, VALUES_IMG_BEAM[1])
supporting_section.append(t33)
t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None)
supporting_section.append(t17)
t26 = ('Label_19', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z)
supporting_section.append(t26)
t27 = ('Label_20', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y)
supporting_section.append(t27)
t26 = ('Label_21', KEY_DISP_It, TYPE_TEXTBOX, None, torsion_const)
supporting_section.append(t26)
t27 = ('Label_22', KEY_DISP_Iw, TYPE_TEXTBOX, None, warping_const)
supporting_section.append(t27)
return supporting_section