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STEEL DESIGN 06. FLEXIÓN EN PERFILES TUBULARES REDONDOS. AISC 360-22
STEEL DESIGN 05. VIGAS TUBULARES. AISC 360-22
STEEL DESIGN 04. Propiedades geométricas de vigas I con alas de sección variable
STEEL DESIGN 03. VIGAS I DE ALAS Y ALMA NO COMPACTAS DOBLEMENTE SIMÉTRICAS. AISC 360-22
STEEL DESIGN 02. Propiedades geométricas de vigas I con alas de sección constante
STEEL DESIGN 01. VIGAS I COMPACTAS DOBLEMENTE SIMÉTRICAS. AISC 360-22
Fuerza de viento sobre estructuras de soporte reticuladas de antenas. ANSI-TIA-222-H
Diseño por estabilidad de losas de fundación para equipos pesados y robustos. NCh 2369
COLD-FORMED STEEL N6. Propiedades mecánicas de secciones tubulares. AISI MANUAL-08
COLD-FORMED STEEL N5. Resistencia por cargas concéntricas de secciones tubulares. AISI S100-07
COLD-FORMED STEEL N4. Resistencia a flexión de secciones tubulares. AISI S100-07
SOBRECARGA DE NIEVE EN NAVES INDUSTRIALES DE ACERO NCh 431 OF2010
FUERZA DE VIENTO SOBRE NAVES INDUSTRIALES DE ACERO NCh 432 OF2010
SOLICITACIÓN SÍSMICA SOBRE EDIFICACIONES INDUSTRIALES DE ACERO NCh 2369 Ofi2003
COLD-FORMED STEEL N3. Diseño por cargas concéntricas de sección canal atiesada. AISI S100-07
COLD-FORMED STEEL N2. Propiedades mecánicas de sección canal atiesada. AISI MANUAL-08
COLD-FORMED STEEL N1. Diseño de costaneras de sección canal atiesada. AISI S100-07
