def make_sta625():
min_mass = 100 # [kg]
counter = 0
for bf2 in FLANGE_B_LIST2:
for bf4 in FLANGE_B_LIST2:
for div in DIVISION_LIST:
for bs2 in STIFFENER_B_LIST2:
for ft_thickness in FLANGE_THICKNESS_LIST:
for fc_thickness in FLANGE_THICKNESS_LIST:
for bs1 in STIFFENER_B_LIST1:
sta625 = Rib(4)
sta625.add_web(1.60, div)
sta625.add_stiffener(1.80, bs1, bs2)
sta625.add_compression_flange(
fc_thickness, 22.5, bf2)
sta625.add_tension_flange(
ft_thickness, 22.5, bf4)
sta625.add_rivet_stiffener(3.175)
sta625.add_rivet_flange(3.175, 6, 2)
sta625.set_he()
if (sta625.decide_ms() == True):
mass = sta625.get_total_mass() # [kg]
if mass < min_mass:
mass_csv([mass])
counter += 1
min_mass = mass
print("counter: {0}\n".format(counter))
init_header()
sta625.web_csv()
sta625.tflange_csv()
sta625.cflange_csv()
sta625.stiffener_csv()
sta625.rivet_stiffener_csv()
sta625.rivet_flange_csv()
else:
counter += 1
print("counter: {0}\n".format(counter))
else:
counter += 1
print("counter: {0}\n".format(counter))
