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TALAT Lecture 2301: Design of Members
Description
This lecture gives background to calculation methods for aluminium members in order to understand the specific behavior of statically loaded aluminium alloy structures. Basic structural mechanic, design philosophy and structural aluminium alloys and product forms is assumed.Subjects
aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | safety | serviceability | geometrical imperfections | extruded profiles | welded profiles | residual stresses | mechanical properties | Bauschinger effect | heat affected zones | stress-strain relationship | strength | reduced strength | partial coefficients | resistance factors | gross section | net section | local buckling | cross section classes | slender plates | effective cross section | class 4 cross sections | deflections of beams | breathing | bending moment | yielding | slenderness parameter | element classification | effective thickness | welded section | section with holes | lateral torsional buckling | axial force | tensile force | compressive force | Euler load | squash load | flexural buckling | reduction factor | buckling length | splices | end connections | welded columns | columns with bolt holes | cut-outs | longitudinal welds | transverse welds | columns with unfilled bolt-holes | built-up members | intermediate stiffeners | edge stiffeners | single-sided rib | multi-stiffened plates | orthotropic plates | shear force | plate girder webs | shear buckling | shear resistance | webs with stiffeners | plate girders with intermediate stiffeners | corrugated webs | closely stiffened webs | concentrated loads | beam webs without stiffeners | beam webs with stiffeners | shear centre | closed sections | open sections | torsion without warping | torsion with warpin | bending and axial tension | bending and axial compression | strength of beam-column segments | rectangular section | strain hardening | plastic theory | I-section | H-section | thin walled cross sections | T-section | biaxial bending | linear stress distribution | shear lag | flange curling | lateral deflection | non-symmetrical flanges | corematerials | ukoerLicense
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See all metadataTALAT Lecture 2301: Design of Members
Description
This lecture gives background to calculation methods for aluminium members in order to understand the specific behavior of statically loaded aluminium alloy structures. Basic structural mechanic, design philosophy and structural aluminium alloys and product forms is assumed.Subjects
aluminium | aluminum | european aluminium association | eaa | talat | training in aluminium application technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | safety | serviceability | geometrical imperfections | extruded profiles | welded profiles | residual stresses | mechanical properties | bauschinger effect | heat affected zones | stress-strain relationship | strength | reduced strength | partial coefficients | resistance factors | gross section | net section | local buckling | cross section classes | slender plates | effective cross section | class 4 cross sections | deflections of beams | breathing | bending moment | yielding | slenderness parameter | element classification | effective thickness | welded section | section with holes | lateral torsional buckling | axial force | tensile force | compressive force | euler load | squash load | flexural buckling | reduction factor | buckling length | splices | end connections | welded columns | columns with bolt holes | cut-outs | longitudinal welds | transverse welds | columns with unfilled bolt-holes | built-up members | intermediate stiffeners | edge stiffeners | single-sided rib | multi-stiffened plates | orthotropic plates | shear force | plate girder webs | shear buckling | shear resistance | webs with stiffeners | plate girders with intermediate stiffeners | corrugated webs | closely stiffened webs | concentrated loads | beam webs without stiffeners | beam webs with stiffeners | shear centre | closed sections | open sections | torsion without warping | torsion with warpin | bending and axial tension | bending and axial compression | strength of beam-column segments | rectangular section | strain hardening | plastic theory | i-section | h-section | thin walled cross sections | t-section | biaxial bending | linear stress distribution | shear lag | flange curling | lateral deflection | non-symmetrical flanges | corematerials | ukoer | Engineering | H000License
Attribution-Noncommercial-Share Alike 2.0 UK: England & Wales Attribution-Noncommercial-Share Alike 2.0 UK: England & Wales http://creativecommons.org/licenses/by-nc-sa/2.0/uk/ http://creativecommons.org/licenses/by-nc-sa/2.0/uk/Site sourced from
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See all metadata13.10J Structural Mechanics (MIT) 13.10J Structural Mechanics (MIT)
Description
Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures. Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures.Subjects
structural mechanics | structural mechanics | mechanical structures | mechanical structures | residual stresses | residual stresses | thermal effects | thermal effects | beams | beams | columns | columns | tensioned beams | tensioned beams | trusses | trusses | frames | frames | arches | arches | cables | cables | shafts | shafts | elastic buckling | elastic buckling | energy methods | energy methods | virtual work | virtual work | computational structural mechanics | computational structural mechanics | 1.573J | 1.573J | 13.10 | 13.10 | 1.573 | 1.573License
Content within individual OCW courses is (c) by the individual authors unless otherwise noted. MIT OpenCourseWare materials are licensed by the Massachusetts Institute of Technology under a Creative Commons License (Attribution-NonCommercial-ShareAlike). For further information see http://ocw.mit.edu/terms/index.htmSite sourced from
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woman | woman | church | church | abbey | abbey | stone | stone | scotland | scotland | ruins | ruins | dress | dress | stonework | stonework | gothic | gothic | columns | columns | masonry | masonry | victorian | victorian | ruin | ruin | arches | arches | ruine | ruine | ruina | ruina | monastery | monastery | iona | iona | monasterio | monasterio | monastere | monastere | kloster | kloster | monastero | monastero | isleofiona | isleofiona | mosteiro | mosteiro | rovine | rovine | ecosse | ecosse | abbaye | abbaye | 1856 | 1856 | abbazia | abbazia | monestir | monestir | ionaabbey | ionaabbey | abdij | abdij | columba | columba | abadia | abadia | stcolumba | stcolumba | abtei | abtei | klosterruine | klosterruine | klaster | klaster | nationalgalleriesofscotland | nationalgalleriesofscotland | klasztor | klasztor | thomaskeith | thomaskeith | elizabethjohnston | elizabethjohnston | restored1900s | restored1900s | commons:event=commonground2009 | commons:event=commonground2009License
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Subjects
church | church | abbey | abbey | cemetery | cemetery | sepia | sepia | scotland | scotland | headstone | headstone | gothic | gothic | columns | columns | victorian | victorian | ruin | ruin | ruine | ruine | ruina | ruina | monastery | monastery | gothique | gothique | monasterio | monasterio | monastere | monastere | kirk | kirk | kloster | kloster | monastero | monastero | gotik | gotik | mosteiro | mosteiro | rovine | rovine | gotico | gotico | ecosse | ecosse | abbaye | abbaye | stainedglasswindows | stainedglasswindows | abbazia | abbazia | gotic | gotic | monestir | monestir | flyingbuttresses | flyingbuttresses | abdij | abdij | abadia | abadia | melroseabbey | melroseabbey | abtei | abtei | klosterruine | klosterruine | klaster | klaster | nationalgalleriesofscotland | nationalgalleriesofscotland | victoriandress | victoriandress | klasztor | klasztor | rogerfenton | rogerfentonLicense
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Collection: A. D. White Architectural Photographs, Cornell University Library Accession Number: 15/5/3090.00148 Title: William Gooding House Photographer: Harrington Studio Photograph date: 1930 Building Date: ca. 1845 Location: North and Central America: United States; Illinois, Lockport Materials: gelatin silver print Style: Greek Revival Provenance: Transfer from the College of Architecture, Art and Planning Persistent URI: hdl.handle.net/1813.001/5s9j There are no known U.S. copyright restrictions on this image. The digital file is owned by the Cornell University Library which is making it freely available with the request that, when possible, the Library be credited as its source. We had some help with the geocoding from Web Services by Yahoo!Subjects
cornelluniversitylibrary | architecture | doriccolumns | flutedcolumns | lunettes | houses | williamgoodinghouselockportillinois | porticoes | pediments | culidentifier:value=155309000148 | culidentifier:lunafield=accessionnumberLicense
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See all metadataAssisi. Portico of the Temple of Minerva
Description
Collection: A. D. White Architectural Photographs, Cornell University Library Accession Number: 15/5/3090.01475 Title: Assisi. Portico of the Temple of Minerva Photographer: Fratelli Alinari (Italian, 1852-present) Photograph date: ca. 1865-ca. 1895 Building Date: ca. 27 BC-ca. AD 14 Location: Europe: Italy; Umbria Materials: albumen print Style: Roman Provenance: Gift of Andrew Dickson White Persistent URI: hdl.handle.net/1813.001/5tpn There are no known copyright restrictions on this image. The digital file is owned by the Cornell University Library which is making it freely available with the request that, when possible, the Library be credited as its source. We had some help with the geocoding from Web Services by Yahoo!Subjects
cornelluniversitylibrary | templeofminervaassisiitaly | temples | religiousbuildings | porticoes | corinthiancolumns | flutedcolumns | pediments | cornices | inscriptions | porches | culidentifier:value=155309001475 | culidentifier:lunafield=accessionnumber | pleiades:depicts=413037License
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Collection: A. D. White Architectural Photographs, Cornell University Library Accession Number: 15/5/3090.01469 Title: El Escorial. Tomb of Carlos V Photographer: Juan Laurent (French, 1816-1892) Architect: Juan Bautista de Toledo (Spanish, -1567) Architect: Juan de Herrera (Spanish, 1530-1597) Photograph date: ca. 1865-ca. 1890 Building Date: 1563-1584 Location: Europe: Spain; San Lorenzo de El Escorial Materials: albumen print Image: 13.4646 x 9.8425 in.; 34.2 x 25 cm Style: Renaissance Provenance: Gift of Andrew Dickson White Persistent URI: hdl.handle.net/1813.001/5tpf There are no known copyright restrictions on this image. The digital file is owned by the Cornell University Library which is making it freely available with the request that, when possible, the Library be credited as its source. We had some help with the geocoding from Web Services by Yahoo!Subjects
cornelluniversitylibrary | royalmonasteryofsanlorenzodelescorialelescorialspain | monasteries | religiousinteriors | tombs | monuments | memorials | sculpture | kings | queens | praying | doriccolumns | escutcheonscoatsofarms | symbols | ioniccolumns | pilasters | culidentifier:value=155309001469 | culidentifier:lunafield=accessionnumberLicense
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See all metadataThe Casino in Marino The Casino in Marino
Description
Subjects
ireland | ireland | dublin | dublin | casino | casino | ornament | ornament | sculptural | sculptural | marino | marino | neoclassical | neoclassical | harewoodhouse | harewoodhouse | trompeloeil | trompeloeil | 1930 | 1930 | 1755 | 1755 | leinster | leinster | 1881 | 1881 | greekcross | greekcross | thomasmayne | thomasmayne | lovenest | lovenest | codublin | codublin | opw | opw | lanternslides | lanternslides | officeofpublicworks | officeofpublicworks | 16rooms | 16rooms | nationallibraryofireland | nationallibraryofireland | sirwilliamchambers | sirwilliamchambers | gardenpavilion | gardenpavilion | recentlyrestored | recentlyrestored | deceptivelysmall | deceptivelysmall | threefloors | threefloors | richdecoration | richdecoration | stateownership | stateownership | charlemontestate | charlemontestate | lordcharlemont | lordcharlemont | thomasholmesmason | thomasholmesmason | thomashmasonsons | thomashmasonsons | irishrulingclasses | irishrulingclasses | fiftyfeetsquare | fiftyfeetsquare | exteriorfaçades | exteriorfaçades | decorativecarvingdeceptivelysimple | decorativecarvingdeceptivelysimple | solidatticstorey | solidatticstorey | statuesandurns | statuesandurns | urnscontainchimneys | urnscontainchimneys | columnscontainthedownpipes | columnscontainthedownpipes | marinoestate | marinoestate | 1770’s | 1770’s | thomasholmesmasonlimited | thomasholmesmasonlimitedLicense
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See all metadata2.080J Structural Mechanics (13.10J) (MIT) 2.080J Structural Mechanics (13.10J) (MIT)
Description
Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures. This course was originally offered in Course 13 (Department of Ocean Engineering) as 13.10J. In 2005, ocean engineering subjects became part of Course 2 (Department of Mechanical Engineering), and this course was renumbered 2.080J. Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures. This course was originally offered in Course 13 (Department of Ocean Engineering) as 13.10J. In 2005, ocean engineering subjects became part of Course 2 (Department of Mechanical Engineering), and this course was renumbered 2.080J.Subjects
structural mechanics | structural mechanics | mechanical structures | mechanical structures | residual stresses | residual stresses | thermal effects | thermal effects | beams | beams | columns | columns | tensioned beams | tensioned beams | trusses | trusses | frames | frames | arches | arches | cables | cables | shafts | shafts | elastic buckling | elastic buckling | energy methods | energy methods | virtual work | virtual work | computational structural mechanics | computational structural mechanics | 13.10J | 13.10J | 13.10 | 13.10 | 1.573 | 1.573License
Content within individual OCW courses is (c) by the individual authors unless otherwise noted. MIT OpenCourseWare materials are licensed by the Massachusetts Institute of Technology under a Creative Commons License (Attribution-NonCommercial-ShareAlike). For further information see http://ocw.mit.edu/terms/index.htmSite sourced from
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See all metadataNational Museum, Dublin City, Co. Dublin
Description
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robertfrench | williamlawrence | lawrencecollection | lawrencephotographicstudio | thelawrencephotographcollection | glassnegative | nationallibraryofireland | nationalmuseumofireland | kildarestreet | dublin | leinsterhouse | artifacts | exhibits | historical | explore | nationalmuseum | ladder | fireescape | lamppost | columns | firesafety | pole | bollard | colonnade | corinthiancolumns | pediments | balustrade | niche | parapet | urns | fireescapestationLicense
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See all metadataFolk dancers at Northrop Auditorium celebrating Israel's 34th anniversary
Description
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minnesota | circle | israel | peace | unitedstates | dancing | columns | minneapolis | holdinghands | collegestudents | hennepin | hillel | universityofminnesota | minnesotadigitallibrary | politicsandgovernment | jewishhistoricalsocietyoftheuppermidwestLicense
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See all metadataRoyal Bank Branch, St. Catherine Street, Montreal, QC, 1911
Description
Subjects
blackandwhite | canada | architecture | montreal | columns | bank | signage | pedestrians | scaffold | streetcorner | 1911 | early20thcentury | mccordmuseum | stcatherinestreet | royalbankofcanada | muséemccord | cookstoursLicense
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See all metadata2.080J Structural Mechanics (13.10J) (MIT)
Description
Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures. This course was originally offered in Course 13 (Department of Ocean Engineering) as 13.10J. In 2005, ocean engineering subjects became part of Course 2 (Department of Mechanical Engineering), and this course was renumbered 2.080J.Subjects
structural mechanics | mechanical structures | residual stresses | thermal effects | beams | columns | tensioned beams | trusses | frames | arches | cables | shafts | elastic buckling | energy methods | virtual work | computational structural mechanics | 13.10J | 13.10 | 1.573License
Content within individual OCW courses is (c) by the individual authors unless otherwise noted. MIT OpenCourseWare materials are licensed by the Massachusetts Institute of Technology under a Creative Commons License (Attribution-NonCommercial-ShareAlike). For further information see http://ocw.mit.edu/terms/index.htmSite sourced from
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See all metadataTALAT Lecture 2503: Calculation Methods for Fire Design
Description
This lecture gives information on how to calculate the fire resistance of aluminium alloy structures with and without applied insulation. General engineering background and some familiarity with TALAT lectures 2501 and 2502 is assumed.Subjects
aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | fire resistance | calculation methods | ENV 1999-1-2 | elevated temperatures | tension members | beams | columns | connections | temperature analysis | unprotected aluminium structures | protected aluminium structures | uninsulated aluminium structures | insulated aluminium structures | insulation techniques | corematerials | ukoerLicense
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Description
Fundamental concepts of structural mechanics with applications to marine, civil, and mechanical structures. Residual stresses. Thermal effects. Analysis of beams, columns, tensioned beams, trusses, frames, cables, and shafts of general shape and material, including composites. Elastic buckling of columns. Exact and approximate methods, energy methods, principle of virtual work, introduction to computational structural mechanics. Examples from civil, mechanical, offshore, and ship structures. This course was originally offered in Course 13 (Department of Ocean Engineering) as 13.10J. In 2005, ocean engineering subjects became part of Course 2 (Department of Mechanical Engineering), and this course was renumbered 2.080J.Subjects
structural mechanics | mechanical structures | residual stresses | thermal effects | beams | columns | tensioned beams | trusses | frames | arches | cables | shafts | elastic buckling | energy methods | virtual work | computational structural mechanics | 13.10J | 13.10 | 1.573License
Content within individual OCW courses is (c) by the individual authors unless otherwise noted. MIT OpenCourseWare materials are licensed by the Massachusetts Institute of Technology under a Creative Commons License (Attribution-NonCommercial-ShareAlike). For further information see http://ocw.mit.edu/terms/index.htmSite sourced from
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ireland | dublin | stone | architecture | columns | cupola | dome | blinds | stub | glassnegative | lawsociety | leinster | blackhallplace | bluecoatschool | robertfrench | williamlawrence | nationallibraryofireland | thomasivory | lawrencecollectionLicense
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See all metadataSelecting columns and beams : presentation transcript
Description
This open educational resource was released through the Higher Education Academy Engineering Subject Centre Open Engineering Resources Pilot project. The project was funded by HEFCE and the JISC/HE Academy UKOER programme.Subjects
ukoer | engscoer | cc-by | leicester college | leicester college tech | leicestercollegeoer | engineering department | education | higher education | learning | length | gyration | stress | buckling | bending | beams | radius of gyration | slenderness ratio | selecting column and beams | compression | direct compressive stress | modulus of section | loading | edexcel hn unit | edexcel | nqf l4 | engineering science | columns | loads | Engineering | H000License
Attribution 2.0 UK: England & Wales Attribution 2.0 UK: England & Wales http://creativecommons.org/licenses/by/2.0/uk/ http://creativecommons.org/licenses/by/2.0/uk/Site sourced from
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See all metadataEdexcel HND unit : engineering science (Nqf L4) : document transcript
Description
This open educational resource was released through the Higher Education Academy Engineering Subject Centre Open Engineering Resources Pilot project. The project was funded by HEFCE and the JISC/HE Academy UKOER programme.Subjects
ukoer | engscoer | cc-by | leicester college | leicester college tech | leicestercollegeoer | engineering department | education | higher education | learning | stress | potential | columns | strain | linear motion | angular motion | statics | engineering science | beams | nqfl4 | kinetic | edexcel hnd unit | bending moment | rotation | stiffness | slenderness ratio | young's modulus | torsion | hnd | 2009-2010 | twisting | energy | shear force | edexcel hn unit engineering science | struts | Engineering | H000License
Attribution 2.0 UK: England & Wales Attribution 2.0 UK: England & Wales http://creativecommons.org/licenses/by/2.0/uk/ http://creativecommons.org/licenses/by/2.0/uk/Site sourced from
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See all metadataCALVisual Images : Loughborough University Busines School Development
Description
A collection of 68 images of Loughborough Business School development for use in teaching civil engineering.Subjects
development | preparation of foundations | laying foundations | reinforced concrete columns | structural frame assembly | cement mixer | concrete cast in situ | waterproofing to in situ concrete | ceiling supports | tower crane | falsework | staircase | concrete floor slab | access panels | structural steelwork | profiled roof sheeting | wall cladding | ukoer | engscoer | loughboroughunioer | loughborough university business school | construction site | fencing off | Engineering | H000License
Attribution 2.0 UK: England & Wales Attribution 2.0 UK: England & Wales http://creativecommons.org/licenses/by/2.0/uk/ http://creativecommons.org/licenses/by/2.0/uk/Site sourced from
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See all metadataTALAT Lecture 2503: Calculation Methods for Fire Design
Description
This lecture gives information on how to calculate the fire resistance of aluminium alloy structures with and without applied insulation. General engineering background and some familiarity with TALAT lectures 2501 and 2502 is assumed.Subjects
aluminium | aluminum | european aluminium association | eaa | talat | training in aluminium application technologies | training | metallurgy | technology | lecture | design | fire resistance | calculation methods | env 1999-1-2 | elevated temperatures | tension members | beams | columns | connections | temperature analysis | unprotected aluminium structures | protected aluminium structures | uninsulated aluminium structures | insulated aluminium structures | insulation techniques | corematerials | ukoer | Engineering | H000License
Attribution-Noncommercial-Share Alike 2.0 UK: England & Wales Attribution-Noncommercial-Share Alike 2.0 UK: England & Wales http://creativecommons.org/licenses/by-nc-sa/2.0/uk/ http://creativecommons.org/licenses/by-nc-sa/2.0/uk/Site sourced from
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architecture | florida | columns | 1960s | tallahassee | domes | oaktrees | flagpoles | statehouses | steeplejacks | leoncounty | mekeith | floridastatecapitol | statelibraryandarchivesofflorida | floridahistoriccapitolmuseum | tallahasseedemocrattallahasseefloridanewspaper | vision:outdoor=0935License
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See all metadataCaves of Karlie - 6. The Interior
Description
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sculpture | india | buddha | columns | shrines | historicsites | karlacaves | archaeologicalsites | karlecavesLicense
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Collection: Cornell University Collection of Political Americana, Cornell University Library Repository: Susan H. Douglas Political Americana Collection, #2214 Rare & Manuscript Collections, Cornell University Library, Cornell University Title: Franklin Pierce Political Party: Democratic Date Made: 1864 Measurement: Print: 11 x 8 in.; 27.94 x 20.32 cm Classification: Prints Persistent URI: hdl.handle.net/1813.001/61pd There are no known U.S. copyright restrictions on this image. The digital file is owned by the Cornell University Library which is making it freely available with the request that, when possible, the Library be credited as its source.Subjects
cornelluniversitylibrary | popularprints | portraits | politics | commemoratives | piercefranklin | presidents | books | tables | chairs | columns | draperies | culidentifier:value=2214sy00099 | culidentifier:lunafield=idnumberLicense
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See all metadataPlaster "Alamo Entrance" Shrine with Polk-Dallas Campaign Ribbon, ca. 1844
Description
Collection: Cornell University Collection of Political Americana, Cornell University Library Repository: Susan H. Douglas Political Americana Collection, #2214 Rare & Manuscript Collections, Cornell University Library, Cornell University Title: Plaster "Alamo Entrance" Shrine with Polk-Dallas Campaign Ribbon, ca. 1844 Political Party: Democratic Election Year: 1844 Date Made: ca. 1844 Measurement: Plaster shrine: 15 x 8 3/4 in.; 38.1 x 22.225 cm Classification: Decorative Arts Persistent URI: hdl.handle.net/1813.001/5zn9 There are no known U.S. copyright restrictions on this image. The digital file is owned by the Cornell University Library which is making it freely available with the request that, when possible, the Library be credited as its source.Subjects
cornelluniversitylibrary | standssupportfurniture | modelsrepresentations | polkjamesk | dallasgeorgem | flowers | alamosanantoniotexas | texasrevolution18351836 | entrances | columns | missionchurches | politics | commemoratives | culidentifier:value=2214bb0184 | culidentifier:lunafield=idnumberLicense
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