def S002_EC3(conn):
# Report and results manager
rp = reports.Report(conn)
# Setting up parts
bolt = bolts.EuroBolt(conn.bolts['MAIN'], rp)
bolt_group = bolts.ShearBoltArray(conn.bolt_arrays['MAIN'], bolt, rp)
sls_forces = loads.ForcesSet(conn.forces['SLS'], rp)
uls_forces = loads.ForcesSet(conn.forces['ULS'], rp)
# Rotated forces to check plates and bolts
rot_sls = sls_forces.rot90(2, 1, "SIDE_SLS", rp)
rot_uls = uls_forces.rot90(2, 1, "SIDE_ULS", rp)
bracing_profile = steel.Profile(conn.profiles['ARRIVING'], rp)
landing_profile = steel.Profile(conn.profiles['LANDING'], rp)
cover_plates = steel.BoltedPlate(conn.plates['COVER_PLATE'], rp)
in_pipe_plate = steel.WeldedBoltedPlate(conn.plates['INPIPE_PLATE'], rp)
in_pipe_plate.locked_edges = ['e1_main']
pipe_stiffener = steel.WeldedPlate(conn.plates['PIPE_STIFFENER'], rp)
# Solving bolts
if all([bolt_group.check(rot_sls, rot_uls, rp),
bracing_profile.check(rp), landing_profile.check(rp),
cover_plates.check(bolt_group, rot_uls, rp),
in_pipe_plate.check(bolt_group, rot_uls, rp),
pipe_stiffener.check(rot_uls, rp)]):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def S003_EC3(conn):
# Report and results manager
rp = reports.Report(conn)
# Setting up parts
bolt = bolts.EuroBolt(conn.bolts['MAIN'], rp)
bolt_group = bolts.ShearBoltArray(conn.bolt_arrays['MAIN'], bolt, rp)
sls_forces = loads.ForcesSet(conn.forces['SLS'], rp)
uls_forces = loads.ForcesSet(conn.forces['ULS'], rp)
# Rotated forces to check plates and bolts
rot_sls = sls_forces.rot90(2, 1, "SIDE_SLS", rp)
rot_uls = uls_forces.rot90(2, 1, "SIDE_ULS", rp)
bracing_profile = steel.Profile(conn.profiles['ARRIVING'], rp)
landing_profile = steel.Profile(conn.profiles['LANDING'], rp)
gusset_plate = steel.BoltedPlate(conn.plates['GUSSET_PLATE'], rp)
gusset_plate.locked_edges = ['e1_main']
bracing_profile.bolt_the_web(bolt_group, gusset_plate, rp)
if all([
bolt_group.check(rot_sls, rot_uls, rp),
bracing_profile.check(rp),
landing_profile.check(rp),
bracing_profile.bolted_web.check(rot_uls, rp),
gusset_plate.check(bolt_group, rot_uls, rp)
]):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def P003_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_group = bolts.ShearBoltArray(parts['main_bolt_array'], bolt, rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
profile = steel.Profile(parts['main_profile'], rp)
position = steel.SectionPosition(parts['main_position'], rp)
position.profile = profile
position.bolt_array = bolt_group
plate = steel.BoltedPlate(parts['end_plate'], rp)
# set the conected plate so the snug front plate solver can work
bolt_group.connected_plate = plate
# Solving bolts
if bolt_group.check(sls_forces, uls_forces, rp) and\
plate.check(bolt_group, uls_forces, rp) and\
plate.check_collisions_legacy(bolt_group, profile, position, rp):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def P001_EC3(conn):
# Report and results manager
rp = reports.Report(conn)
# Setting up parts
bolt = bolts.EuroBolt(conn.bolts['MAIN'], rp)
bolt_group = bolts.ShearBoltArray(conn.bolt_arrays['MAIN'], bolt, rp)
sls_forces = loads.ForcesSet(conn.forces['SLS'], rp)
uls_forces = loads.ForcesSet(conn.forces['ULS'], rp)
# Solving bolts
if bolt_group.check(sls_forces, uls_forces, rp):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def P001_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_group = bolts.ShearBoltArray(parts['main_bolt_array'], bolt, rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
# Solving bolts
if bolt_group.check(sls_forces, uls_forces, rp):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def S003_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_group = bolts.ShearBoltArray(parts['main_bolt_array'], bolt, rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
# Rotated forces to check plates and bolts
rot_sls = sls_forces.rot90(2, 1, "SIDE_SLS", rp)
rot_uls = uls_forces.rot90(2, 1, "SIDE_ULS", rp)
bracing_profile = steel.Profile(parts['bracing_profile'], rp)
landing_profile = steel.Profile(parts['landing_profile'], rp)
gusset_plate = steel.BoltedPlate(parts['gusset_plate'], rp)
bracing_profile.bolt_the_web(bolt_group, gusset_plate, rp)
# e_dict needed to be passed to the web block tearing function.
# e_dict = {
# "e1_main": gusset_plate.e1_main,
# "e2_main": gusset_plate.e2_main,
# "e1_other": gusset_plate.e1_other,
# "e2_other": gusset_plate.e1_other,
# }
# in_pipe_plate = steel.WeldedBoltedPlate(parts['in_pipe_plate'],
# rp, e_dict=e_dict)
# Solving bolts
if all([
bolt_group.check(rot_sls, rot_uls, rp),
# bracing_profile.check(rp), landing_profile.check(rp),
bracing_profile.bolted_web.check(rot_uls, rp),
gusset_plate.check(bolt_group, rot_uls, rp)
]):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def S002_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_group = bolts.ShearBoltArray(parts['main_bolt_array'], bolt, rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
# Rotated forces to check plates and bolts
rot_sls = sls_forces.rot90(2, 1, "SIDE_SLS", rp)
rot_uls = uls_forces.rot90(2, 1, "SIDE_ULS", rp)
bracing_profile = steel.Profile(parts['bracing_profile'], rp)
landing_profile = steel.Profile(parts['landing_profile'], rp)
cover_plates = steel.BoltedPlate(parts['cover_plate'], rp)
e_dict = {
"e1_main": cover_plates.e1_main,
"e2_main": cover_plates.e2_main,
"e1_other": cover_plates.e1_other,
"e2_other": cover_plates.e1_other,
}
in_pipe_plate = steel.WeldedBoltedPlate(parts['inpipe_plate'],
rp,
e_dict=e_dict)
pipe_stiff = steel.WeldedPlate(parts['stiffener_plate'], rp)
# Solving bolts
if all([
bolt_group.check(rot_sls, rot_uls, rp),
bracing_profile.check(rp),
landing_profile.check(rp),
cover_plates.check(bolt_group, rot_uls, rp),
in_pipe_plate.check(bolt_group, rot_uls, rp),
pipe_stiff.check(rot_uls, rp)
]):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def S010_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
flange_bolt = bolts.EuroBolt(parts['flange_bolt'], rp)
flange_bolt_array = bolts.ShearBoltArray(parts['flange_bolt_array'],
flange_bolt, rp)
web_bolt = bolts.EuroBolt(parts['web_bolt'], rp)
web_bolt_array = bolts.ShearBoltArray(parts['web_bolt_array'], web_bolt,
rp)
flange_cover_plate = steel.BoltedPlate(parts['flange_cover_plate'], rp)
web_cover_plate = steel.BoltedPlate(parts['web_cover_plate'], rp)
bottom_column = steel.Profile(parts['bottom_column_profile'], rp)
top_column = steel.Profile(parts['top_column_profile'], rp)
if bottom_column.mat_db_profile.h > top_column.mat_db_profile.h:
biggest_column = bottom_column
else:
biggest_column = top_column
# SOME BACKEND COMPROBATIONS ABOUT PROFILES
if bottom_column.profile_type != top_column.profile_type:
raise Exception("Bottom column and top column must be same type"
", prolly there is a frontend error")
bottom_column.bolt_the_flange(flange_bolt_array, flange_cover_plate, rp)
bottom_column.bolt_the_web(web_bolt_array, web_cover_plate, rp)
top_column.bolt_the_flange(flange_bolt_array, flange_cover_plate, rp)
top_column.bolt_the_web(web_bolt_array, web_cover_plate, rp)
if bottom_column.profile_type == "U" and\
bottom_column.name != top_column.name:
width_diff = bottom_column.mat_db_profile.b -\
top_column.mat_db_profile.b
if width_diff > 0:
bf = bottom_column.bolted_flange
bf.e1_main = bf.e1_main - width_diff / 2 # web side
bf.e1_other = bf.e1_other + width_diff / 2 # free side
else:
bf = top_column.bolted_flange
bf.e1_main = bf.e1_main + width_diff / 2
bf.e1_other = bf.e1_other - width_diff / 2
if bf.e1_main != bf_e1_other:
bf.is_e1_sym = False
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
# Generating positioned forces. Needed 4 checkn' that cover plates.
joint_gap = Q(parts['main_extra_data'].joint_gap, 'mm')
zero = Q(D(0), 'mm')
flange_ecc = flange_bolt_array.p2_sum() / 2 +\
flange_cover_plate.e2_other + joint_gap
web_ecc = web_bolt_array.p2_sum() / 2 +\
web_cover_plate.e2_other + joint_gap
flange_sls, web_sls = sls_forces.from_eccentricity(
-flange_ecc, zero, zero, None,
None).get_flange_and_web_tuple(biggest_column, rp)
flange_uls, web_uls = uls_forces.from_eccentricity(
-web_ecc, zero, zero, None,
None).get_flange_and_web_tuple(biggest_column, rp)
# # set the conected plate so the snug front plate solver can work
flange_bolt_array.connected_plate = flange_cover_plate
web_bolt_array.connected_plate = web_cover_plate
# Solving
flange_ok = flange_bolt_array.check(flange_sls, flange_uls, rp) &\
flange_cover_plate.check(flange_bolt_array, flange_uls, rp)
web_ok = web_bolt_array.check(web_sls, web_uls, rp) &\
web_cover_plate.check(web_bolt_array, web_uls, rp)
if bottom_column.name == top_column.name:
# Then we dont need to check both columns
columns_ok =\
bottom_column.bolted_flange.check(flange_uls, rp) &\
bottom_column.bolted_web.check(web_uls, rp)
else:
columns_ok =\
bottom_column.bolted_flange.check(flange_uls, rp) &\
bottom_column.bolted_web.check(web_uls, rp) &\
top_column.bolted_flange.check(flange_uls, rp) &\
top_column.bolted_web.check(web_uls, rp)
# Return report
print(flange_ok, web_ok, columns_ok)
if all([flange_ok, web_ok, columns_ok]):
rp.set_safe()
else:
rp.set_unsafe()
return rp