def S099_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_group = bolts.ShearTensionBoltArray(
parts['main_bolt_array'], bolt, rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
beam_profile = steel.Profile(parts['beam_profile'], rp)
column_profile = steel.Profile(parts['column_profile'], rp)
end_plate = steel.BoltedPlate(parts['end_plate'], rp)
position = steel.SectionPosition(parts['main_position'], rp)
position.profile = beam_profile
position.bolt_array = bolt_group
# set the conected plate so the snug front plate solver can work
bolt_group.connected_plate = end_plate
# Solving bolts
if all([bolt_group.check(sls_forces, uls_forces, rp),
beam_profile.check(rp), column_profile.check(rp),
end_plate.check(bolt_group, uls_forces, rp),
end_plate.check_collisions_legacy(bolt_group, beam_profile, position, rp),
end_plate.check_t_stubs_legacy(
bolt_group, uls_forces, beam_profile, position, 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 S005_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_array = bolts.ShearTensionBoltArray(parts['main_bolt_array'], bolt,
rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
# Now, computing the resultant forces
beam_profile = steel.Profile(parts['beam_profile'], rp)
landing_profile = steel.Profile(parts['landing_profile'], rp)
end_plate = steel.BoltedPlate(parts['end_plate'], rp)
position = steel.SectionPosition(parts['main_position'], rp)
position.profile = beam_profile
position.bolt_array = bolt_array
# set the conected plate so the snug front plate solver can work
bolt_array.connected_plate = end_plate
# If frontplate connected to U Beam Web:
if parts['main_extra_data'].U_beam_position in ['ANY', 'WEB']\
and parts['landing_profile'].profile_type == "U"\
and not parts['main_extra_data'].dont_check_U_web:
U_bolted_web = steel.BoltedWeb(landing_profile, bolt_array,
parts['end_plate'], rp)
U_bolted_web_checked = U_bolted_web.check(uls_forces, rp)
else:
U_bolted_web_checked = True # Not needed OBVIAMENTE
if all([
U_bolted_web_checked,
bolt_array.check(sls_forces, uls_forces, rp),
beam_profile.check(rp),
landing_profile.check(rp),
end_plate.check(bolt_array, uls_forces, rp),
end_plate.check_collisions_legacy(bolt_array, beam_profile,
position, rp),
end_plate.check_t_stubs_legacy(bolt_array, uls_forces,
beam_profile, position, rp)
]):
rp.set_safe()
else:
rp.set_unsafe()
return rp
def S007_EC3(parts):
# Report and results manager
rp = reports.Report(parts['calc'])
# Setting up parts
bolt = bolts.EuroBolt(parts['main_bolt'], rp)
bolt_array = bolts.ShearTensionBoltArray(parts['main_bolt_array'], bolt,
rp)
sls_forces = loads.ForcesSet(parts['sls_force'], rp)
uls_forces = loads.ForcesSet(parts['uls_force'], rp)
bottom_column = steel.Profile(parts['bottom_column_profile'], rp)
top_column = steel.Profile(parts['top_column_profile'], rp)
end_plate = steel.BoltedPlate(parts['end_plate'], rp)
position = steel.SectionPosition(parts['main_position'], rp)
position.profile = top_column
position.bolt_array = bolt_array
zero_position = steel.SectionPosition.centered()
# set the conected plate so the snug front plate solver can work
bolt_array.connected_plate = end_plate
if all([
bolt_array.check(sls_forces, uls_forces, rp),
# bottom_column.check(rp), top_column.check(rp), # NOT NEEDED
end_plate.check(bolt_array, uls_forces, rp),
end_plate.check_collisions_legacy(bolt_array, top_column, position,
rp),
end_plate.check_collisions_legacy(bolt_array, bottom_column,
zero_position, rp),
end_plate.check_t_stubs_legacy(bolt_array, uls_forces,
bottom_column, position, rp)
]):
rp.set_safe()
else:
rp.set_unsafe()
return rp