def axial_results():
a = members_list()
B = Beam()
B.beam_width = a[0]
B.beam_height = a[1]
B.beam_length = a[2]
B.numbers_of_level = a[6]
C = Column()
C.column_width = a[3]
C.column_thickness = a[4]
C.column_height = a[5]
C.numbers_of_level = a[6]
B.weight_from_beam = B.beam_weight()
B.weight_from_column = C.column_weight()
C.weight_from_beam = B.beam_weight()
C.weight_from_column = C.column_weight()
n = B.numbers_of_level
if n == 1:
a = ['%.2f' % C.column_axial_5(), 0, 0, 0, 0]
return a
if n == 2:
a = ['%.2f' % C.column_axial_4(), '%.2f' % C.column_axial_5(), 0, 0, 0]
return a
if n == 3:
a = [
'%.2f' % C.column_axial_3(),
'%.2f' % C.column_axial_4(),
'%.2f' % C.column_axial_5(), 0, 0
]
return a
if n == 4:
a = [
'%.2f' % C.column_axial_2(),
'%.2f' % C.column_axial_3(),
'%.2f' % C.column_axial_4(),
'%.2f' % C.column_axial_5(), 0
]
return a
if n == 5:
a = [
'%.2f' % C.column_axial_1(),
'%.2f' % C.column_axial_2(),
'%.2f' % C.column_axial_3(),
'%.2f' % C.column_axial_4(),
'%.2f' % C.column_axial_5()
]
return a
def check_axial():
a = members_list()
B = Beam()
B.beam_width = a[0]
B.beam_height = a[1]
B.beam_length = a[2]
B.numbers_of_level = a[6]
C = Column()
C.column_width = a[3]
C.column_thickness = a[4]
C.column_height = a[5]
C.numbers_of_level = a[6]
B.weight_from_beam = B.beam_weight()
B.weight_from_column = C.column_weight()
C.weight_from_beam = B.beam_weight()
C.weight_from_column = C.column_weight()
b_list = get_beamvalues()
c_list = get_columnvalues()
n = B.numbers_of_level
l = [1, 1, 1, 1, 1]
for k in range(0, len(c_list)):
cw = c_list[k][0]
ct = c_list[k][1]
a = c_list[k][2]
if n == 1:
if cw == C.column_width and ct == C.column_thickness:
if a <= C.column_axial_5():
l[0] = 0
elif n == 2:
if cw == C.column_width and ct == C.column_thickness:
if a <= C.column_axial_5():
l[1] = 0
if a <= C.column_axial_4():
l[0] = 0
elif n == 3:
if cw == C.column_width and ct == C.column_thickness:
if a <= C.column_axial_5():
l[2] = 0
if a <= C.column_axial_4():
l[1] = 0
if a <= C.column_axial_3():
l[0] = 0
elif n == 4:
if cw == C.column_width and ct == C.column_thickness:
if a <= C.column_axial_5():
l[3] = 0
if a <= C.column_axial_4():
l[2] = 0
if a <= C.column_axial_3():
l[1] = 0
if a <= C.column_axial_2():
l[0] = 0
elif n == 5:
if cw == C.column_width and ct == C.column_thickness:
if a <= C.column_axial_5():
l[4] = 0
if a <= C.column_axial_4():
l[3] = 0
if a <= C.column_axial_3():
l[2] = 0
if a <= C.column_axial_2():
l[1] = 0
if a <= C.column_axial_1():
l[0] = 0
return l