oes_beams Module

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class pyNastran.op2.tables.oes_stressStrain.real.oes_beams.RealBeamArray(data_code, is_sort1, isubcase, unused_dt)

Bases: OES_Object

common class used by:

• RealBeamStressArray

• RealBeamStrainArray

classmethod add_modal_case(table_name, element_name: str, element_node, xxb, data, isubcase, modes, eigns, cycles, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')

add_new_eid_sort1(dt, eid, grid, sd, sxc, sxd, sxe, sxf, smax, smin, mst, msc)

add_new_eid_sort2(dt, eid, grid, sd, sxc, sxd, sxe, sxf, smax, smin, mst, msc)

classmethod add_post_buckling_case(table_name, element_name, element_node, xxb, data, isubcase, modes, eigrs, eigis, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')

classmethod add_static_case(table_name, element_name, element_node, xxb, data, isubcase, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')

classmethod add_transient_case(table_name, element_name, element_node, xxb, data, isubcase, times, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')

build()

sizes the vectorized attributes of the RealBeamArray

build_dataframe()

creates a pandas dataframe

finalize()

Calls any OP2 objects that need to do any post matrix calcs

get_headers()

get_stats(short: bool = False) → list[str]

property is_complex: bool

property is_real: bool

set_as_sort1()

changes the table into SORT1

write_f06(f06_file, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True)

write_op2(op2_file, op2_ascii, itable, new_result, date, is_mag_phase=False, endian='>')

writes an OP2

class pyNastran.op2.tables.oes_stressStrain.real.oes_beams.RealBeamStrainArray(data_code, is_sort1, isubcase, dt)

Bases: RealBeamArray, StrainObject

Real CBEAM Strain

get_headers() → list[str]

class pyNastran.op2.tables.oes_stressStrain.real.oes_beams.RealBeamStressArray(data_code, is_sort1, isubcase, dt)

Bases: RealBeamArray, StressObject

Real CBEAM Stress

get_headers() → list[str]

class pyNastran.op2.tables.oes_stressStrain.real.oes_beams.RealNonlinearBeamArray(data_code, is_sort1, isubcase, dt)

Bases: OES_Object

tested by elements/loadstep_elements.op2

add_new_eid_sort1(dt, eid, grid_a, unused_ca, long_ca, eqs_ca, te_ca, eps_ca, ecs_ca, unused_da, long_da, eqs_da, te_da, eps_da, ecs_da, unused_ea, long_ea, eqs_ea, te_ea, eps_ea, ecs_ea, unused_fa, long_fa, eqs_fa, te_fa, eps_fa, ecs_fa, grid_b, unused_cb, long_cb, eqs_cb, te_cb, eps_cb, ecs_cb, unused_db, long_db, eqs_db, te_db, eps_db, ecs_db, unused_eb, long_eb, eqs_eb, te_eb, eps_eb, ecs_eb, unused_fb, long_fb, eqs_fb, te_fb, eps_fb, ecs_fb)

build()

sizes the vectorized attributes of the RealNonlinearBeamArray

get_headers()

get_stats(short: bool = False) → list[str]

property is_complex: bool

property is_real: bool

write_f06(f06_file, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True)

class pyNastran.op2.tables.oes_stressStrain.real.oes_beams.RealNonlinearBeamStressArray(data_code, is_sort1, isubcase, dt)

Bases: RealNonlinearBeamArray, StressObject

tested by elements/loadstep_elements.op2

get_headers() → list[str]