def shear_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' % B.beam_shear_5(), 0, 0, 0, 0]
return a
if n == 2:
a = ['%.2f' % B.beam_shear_4(), '%.2f' % B.beam_shear_5(), 0, 0, 0]
return a
if n == 3:
a = [
'%.2f' % B.beam_shear_3(),
'%.2f' % B.beam_shear_4(),
'%.2f' % B.beam_shear_5(), 0, 0
]
return a
if n == 4:
a = [
'%.2f' % B.beam_shear_2(),
'%.2f' % B.beam_shear_3(),
'%.2f' % B.beam_shear_4(),
'%.2f' % B.beam_shear_5(), 0
]
return a
if n == 5:
a = [
'%.2f' % B.beam_shear_1(),
'%.2f' % B.beam_shear_2(),
'%.2f' % B.beam_shear_3(),
'%.2f' % B.beam_shear_4(),
'%.2f' % B.beam_shear_5()
]
return a
def check_shear():
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 i in range(0, len(b_list)):
bw = b_list[i][0]
bh = b_list[i][1]
V = b_list[i][2]
M = b_list[i][3]
if n == 1:
if bw == B.beam_width and bh == B.beam_height:
if V <= B.beam_shear_5():
l[0] = 0
elif n == 2:
if bw == B.beam_width and bh == B.beam_height:
if V <= B.beam_shear_5():
l[1] = 0
if V <= B.beam_shear_4():
l[0] = 0
elif n == 3:
if bw == B.beam_width and bh == B.beam_height:
if V <= B.beam_shear_5():
l[2] = 0
if V <= B.beam_shear_4():
l[1] = 0
if V <= B.beam_shear_3():
l[0] = 0
elif n == 4:
if bw == B.beam_width and bh == B.beam_height:
if V <= B.beam_shear_5():
l[3] = 0
if V <= B.beam_shear_4():
l[2] = 0
if V <= B.beam_shear_3():
l[1] = 0
if V <= B.beam_shear_2():
l[0] = 0
elif n == 5:
if bw == B.beam_width and bh == B.beam_height:
if V <= B.beam_shear_5():
l[4] = 0
if V <= B.beam_shear_4():
l[3] = 0
if V <= B.beam_shear_3():
l[2] = 0
if V <= B.beam_shear_2():
l[1] = 0
if V <= B.beam_shear_1():
l[0] = 0
return l
def save_txt():
text_file = Text()
save_file = asksaveasfile(mode='w', defaultextension=".txt")
text_save = str(text_file.get(0.0, END))
save_file.write(text_save)
save_file.close()
f = open(save_file.name, 'w')
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
text = []
text.append('Dimensions:')
text1 = 'Beam Width: ' + str(B.beam_width) + ' in.' + '\n' +\
'Beam Height: ' + str(B.beam_height) + ' in.'
text2 = 'Column Width: ' + str(C.column_width) + ' in.' + '\n' +\
'Column Height: ' + str(C.column_thickness) + ' in.'
text3 = 'Levels: ' + str(n)
text.append(text1)
text.append(text2)
text.append(text3)
# Moment
text.append('\n' + 'Moment:')
m = moment_results()
for i in range(1, len(m) + 1):
if m[i - 1] != 0:
text_m = 'Moment of beam on Floor' + str(i) + ' = ' + str(
m[i - 1]) + ' kip*ft'
text.append(text_m)
text.append('\n' + 'Shear force:')
s = shear_results()
for i in range(1, len(s) + 1):
if s[i - 1] != 0:
text_s = 'Shear force of beam on Floor' + str(i) + ' = ' + str(
s[i - 1]) + ' kip'
text.append(text_s)
text.append('\n' + 'Axial force:')
a = axial_results()
for i in range(1, len(a) + 1):
if a[i - 1] != 0:
text_a = 'Axial force of column on Floor' + str(i) + ' = ' + str(
a[i - 1]) + ' kip'
text.append(text_a)
for item in text:
f.write("%s\n" % item)
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