• ABNT NBR 5000:1981, Chapas grossas de aço de baixa liga e alta resistência mecânica,
  • ABNT NBR 5004:1981, Chapas finas de aço de baixa liga e alta resistência mecânica,
  • ABNT NBR 5008:1997, Chapas grossas e bobinas grossas, de aço de baixa liga, resistentes à corrosão atmosférica, para uso estrutural – Requisitos,
  • ABNT NBR 5884:2005, Perfil I estrutural de aço soldado por arco elétrico – Requisitos gerais,
  • ABNT NBR 5920:1997, Chapas finas a frio e bobinas finas a frio, de aço de baixa liga, resistentes à corrosão atmosférica, para uso estrutural – Requisitos,
  • ABNT NBR 5921:1997, Chapas finas a quente e bobinas finas a quente, de aço de baixa liga, resistentes à corrosão atmosférica, para uso estrutural – Requisitos,
  • ABNT NBR 6118:2014, Projeto de estruturas de concreto – Procedimento
  • ABNT NBR 6120:1980, Cargas para o cálculo de estruturas de edificações,
  • ABNT NBR 6123:1988, Forças devidas ao vento em edificações,
  • ABNT NBR 6648:1984, Chapas grossas de aço-carbono para uso estrutural,
  • ABNT NBR 6649:1986, Chapas finas a frio de aço-carbono para uso estrutural,
  • ABNT NBR 6650:1986, Chapas finas a quente de aço-carbono para uso estrutural,
  • ABNT NBR 7007:2002, Aços-carbono e microligados para uso estrutural e geral,
  • ABNT NBR 7188:1984, Carga móvel em ponte rodoviária e passarela de pedestre,
  • ABNT NBR 8261:1983, Perfil tubular, de aço-carbono, formado a frio, com e sem costura, de seção circular, quadrada ou retangular para usos estruturais
  • ABNT NBR 8681:2003, Ações e segurança nas estruturas – Procedimento,
  • ABNT NBR 14323:1999, Dimensionamento de estruturas de aço de edifícios em situação de incêndio – Procedimento
  • ABNT NBR 14762:2001, Dimensionamento de estruturas de aço constituídas por perfis formados a frio – Procedimento,
  • ABNT NBR 14859-1:2002, Laje pré-fabricada – Requisitos – Parte 1: Lajes unidirecionais,
  • ABNT NBR 14859-2:2002, Laje pré-fabricada – Requisitos – Parte 2: Lajes bidirecionais,
  • ABNT NBR 14860-1:2002, Laje pré-fabricada – Pré-laje – Requisitos – Parte 1: Lajes unidirecionais,
  • ABNT NBR 14860-2:2002, Laje pré-fabricada – Pré-laje – Requisitos – Parte 2: Lajes bidirecionais,
  • ABNT NBR 15279:2005, Perfis estruturais de aço soldados por alta frequência (eletrofusão) – Perfis I, H e T – Requisitos,
  • ABNT NBR 15421:2006, Projeto de estruturas resistentes a sismos – Procedimento,
  • ISO 898-1:1999, Mechanical properties of fasteners made of carbon steel and alloy steel – Part 1: Bolts, screws and studs,
  • ISO 1461:1999, Hot dip galvanized coatings on fabricated iron and steel articles – Specifications and test methods ISO 4016:1999, Hexagon head bolts - Product grade C,
  • ISO 8501-1:2007, Preparation of steel substrates before application of paints and related products – Visual assessment of surface cleanliness – Part 1: Rust grades and preparation grades of uncoated steel substrates and of steel substrates after overall removal of previous coatings,
  • ISO 9223:1992, Corrosion of metals and alloys – Corrosivity of atmospheres – Classification,
  • ISO 9226:1992, Corrosion of metals and alloys – Corrosivity of atmospheres – Determination of corrosion rate of standard specimens for the evaluation of corrosivity,
  • ISO 12944-1:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 1: General introduction,
  • ISO 12944-2:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 2: Classification of environments,
  • ISO 12944-3:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 3: Design considerations,
  • ISO 12944-4:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 4: Types of surface and surface preparation,
  • ISO 12944-5:2007, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 5: Protective paint systems,
  • ISO 12944-6:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 6: Laboratory performance test methods,
  • ISO 12944-7:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 7: Execution and supervision of paint work
  • ISO 12944-8:1998, Paints and varnishes – Corrosion protection of steel structures by protective paint systems – Part 8: Development of specifications for new work and maintenance,
  • ISO 14713:1999, Protection against corrosion of iron and steel in structures – Zinc and aluminium coatings – Guidelines,
  • ANSI/ASCE 3-91, Standard for the structural design of composite slabs,
  • ANSI/AISC 360-05, Specification for structural steel buildings,
  • ASME B18.2.6-2006, Fasteners for use in structural applications,
  • ASME B46.1-2002, Surface texture, surface roughness, waviness and lay,
  • ASTM A6/A6M-05a, Standard specification for general requirements for rolled structural steel bars, plates, shapes, and sheet piling,
  • ASTM A36/A36M-05, Standard specification for carbon structural steel,
  • ASTM A108-03e1, Standard specification for steel bar, carbon and alloy, cold-finished
  • ASTM A242/A242M-04, Standard specification for high-strength low-alloy structural steel,
  • ASTM A307-04, Standard specification for carbon steel bolts and studs, 60000 PSI tensile strength,
  • ASTM A325-04b, Standard specification for structural bolts, steel, heat treated, 120/105 ksi minimum tensile strength,
  • ASTM A490-04a, Standard specification for structural bolts, alloy steel, heat treated, 150 ksi minimum tensile strength,
  • ASTM A500-03a, Standard specification for cold-formed welded and seamless carbon steel structural tubing in rounds and shapes,
  • ASTM A572/A572M-07, Standard specification for high-strength low-alloy columbium-vanadium structural steel,
  • ASTM A588/A588M-05, Standard specification for high-strength low-alloy structural steel with 50 ksi [345 MPa] minimum yield point to 4-in. [100-m] thick,
  • ASTM A913/A913M-04, Standard specification for high-strength low-alloy steel shapes of structural quality, produced by quenching and self-tempering process (QST)
  • ASTM A992/A992M-06, Standard specification for structural steel shapes,
  • ASTM F436-04, Standard specification for hardened steel washers
  • AWS A2.4:2007, Standard symbols for welding, brazing, and nondestructive examination,
  • AWS A5.1/A5.1M:2004, Specification for carbon steel electrodes for shielded metal arc welding,
  • AWS A5.5/A5.5M:2006, Specification for low-alloy steel electrodes for shielded metal arc welding,
  • AWS A5.17/A5.17M – 97:R2007, Specification for carbon steel electrodes and fluxes for submerged arc welding,
  • AWS A5.18/A5.18M:2005, Specification for carbon steel electrodes and rods for gas shielded arc welding,
  • AWS A5.20/A5.20M:2005, Carbon steel electrodes for flux cored arc welding,
  • AWS A5.23/A5.23M:2007, Specification for low-alloy steel electrodes and fluxes for submerged arc welding,
  • AWS A5.28/A5.28M:R2007, Specification for low-alloy steel electrodes and rods for gas shielded arc welding,
  • AWS A5.29/A5.29M:2005, Low-alloy steel electrodes for flux cored arc welding,
  • AWS D1.1/D1.1M:2008, Structural welding code steel,
  • AWS WI:2000, Welding inspection handbook,
  • AISC 303-05, Code of Standard practice for steel buildings and bridges,
  • CSSBI S2-2002, Criteria for the testing of composite slabs,
  • Eurocode 2:2005, Design of concrete structures – Part 1-1: General – Common rules for buildings and civil engineering structures,
  • Eurocode 3:2007, Design of steel structures – Part 1-8: General – Design of joints,
  • Eurocode 4:2007, Design of composite steel and concrete structures – Part 1-1: General – Common rules and rules for buildings,
  • Research Council on Structural Connections:2004, Specification for structural joints using ASTM A325 or ASTM A490 bolts,
  • (ABNT NBR 8800:2008, Projeto de Estruturas de Aço e de estrutura mista de aço e concreto de edifícios).

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