Manual De Dise%c3%b1o Por Viento Cfe 2020 Pdf Capo May 2026
No CFE 2020 wind manual exists. However, some engineers reference:
Pro tip for the "capo" search: If you are looking for the PDF and the term capo refers to a specific annotated version or a teacher’s guide, ignore those. Obtain the official PDF from the CFE website (or through the SIE legal repository) to ensure you have the corrected 2021 errata. The version without errata will give you wrong cross-wind loads.
End of review.
Recommendation: Pair this manual with the CFE 2020 Earthquake manual for a complete lateral design system. Do not use the wind manual alone for seismic zones.
Manual de Diseño de Obras Civiles: Diseño por Viento CFE 2020
es el pilar normativo más avanzado de México y un referente en toda Latinoamérica para el cálculo de acciones eólicas en estructuras
. Editado por la Comisión Federal de Electricidad (CFE) en colaboración con los mejores especialistas del país, esta actualización sustituyó a la versión de 2008 para adaptarse a las nuevas condiciones climáticas y realidades de la infraestructura moderna
A continuación, se presenta una guía estructurada y escaneable con los puntos clave, metodologías y cambios más importantes de este documento técnico. 🌪️ ¿Qué es y por qué es tan relevante?
El manual establece los criterios y procedimientos para determinar las cargas producidas por el viento que deben soportar las construcciones . Su relevancia radica en: Seguridad Estructural:
Previene fallas catastróficas ante fenómenos meteorológicos extremos como huracanes Referencia Obligada:
Aunque nace para las obras de la CFE, es adoptado por reglamentos de construcción municipales en todo el país y por ingenieros del sector privado Vanguardia Científica:
Incorpora datos estadísticos actualizados de estaciones meteorológicas y modelos matemáticos de punta 🗺️ Principales Cambios en la Versión 2020 vs. 2008
La actualización de 2020 trajo modificaciones sustanciales que impactan directamente en el cálculo de las estructuras Mapas de Isotacas Actualizados: Se integraron registros de huracanes y tormentas recientes . Esto resultó en un incremento de las velocidades regionales de viento en diversas zonas del país Ajustes en Temperatura Ambiente ( bold T sub a
Se modificaron los valores de las temperaturas mínimas diarias en el Apéndice
. Al registrarse temperaturas más bajas en el cálculo, la densidad del aire aumenta, lo que se traduce en una mayor presión dinámica del viento sobre las estructuras Digitalización: El manual trabaja de la mano con el software Sistema Viento
, facilitando la obtención de parámetros ingresando coordenadas geográficas precisas 📐 Clasificación de Estructuras y Procedimientos
El manual clasifica las construcciones para determinar qué tipo de análisis se les debe aplicar 1. Clasificación por su Importancia (Periodos de Retorno)
Dependiendo de qué tan crítica sea la estructura, se asigna un periodo de retorno para la velocidad del viento (comúnmente 10, 50 o 200 años)
Estructuras de alta importancia cuya falla sería catastrófica (hospitales, plantas eléctricas, escuelas).
Estructuras de importancia normal (viviendas, oficinas, naves comerciales).
Estructuras aisladas o provisionales cuya falla no representa un peligro grave. 2. Clasificación por su Respuesta (Método de Cálculo) Tipo 1 (Estructuras Poco Sensibles):
Edificios de baja altura, naves industriales rígidas y casas . Se utiliza el Método Estático
, aplicando presiones y succiones directas calculadas mediante coeficientes de presión Tipo 2 (Estructuras Esbeltas o Flexibles): Torres de telecomunicaciones, chimeneas y rascacielos . Se utiliza el Método Dinámico manual de dise%C3%B1o por viento cfe 2020 pdf capo
, ya que estas estructuras pueden entrar en resonancia o sufrir oscilaciones peligrosas por las ráfagas 🧮 Pasos Generales para el Cálculo
Para realizar una memoria de cálculo bajo esta normativa, el flujo de ingeniería sigue estos pasos Determinar la Velocidad Regional ( cap V sub cap R
Obtenida de los mapas de isotacas para la ubicación específica y el periodo de retorno adecuado Calcular la Velocidad de Diseño ( cap V sub cap D Se multiplica la cap V sub cap R
por factores que toman en cuenta la topografía del sitio (cerros, valles) y la rugosidad del terreno (campo abierto, ciudad densa) Obtener la Presión Dinámica de Base (
Se calcula en función de la altura y la densidad del aire (afectada por la altitud y la temperatura del sitio) Aplicar Coeficientes de Presión ( cap C sub p
Dependen de la geometría de la obra (forma del techo, inclinación, aberturas) para saber cuánto empuja o succiona el viento en cada cara Obtención de Fuerzas Finales:
Se multiplican las presiones por las áreas tributarias de la estructura para diseñar los perfiles, conexiones y cimentaciones
Para profundizar en el modelado o consultar los mapas de isotacas interactivos, puedes utilizar el software oficial en el portal del Sistema Viento de la CFE
, diseñado específicamente para la aplicación de este manual ¿Te gustaría que desarrollemos un ejemplo práctico de cálculo estático para una nave industrial o prefieres profundizar en los parámetros dinámicos para estructuras esbeltas?
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
The Wind and the Blueprint
The power was out in the small office of González & Asociados in the outskirts of Monterrey. Outside, a northern wind was howling, rattling the old windowpanes—a cruel reminder of the very force they were trying to engineer against.
Alejandro, a junior structural engineer, sat by the light of a lantern, staring at a set of blueprints. The project was critical: a series of high-voltage transmission towers for the Federal Electricity Commission (CFE). The deadline was tomorrow, but there was a problem. The calculations for the wind load on the lattice structures just didn’t look right.
"We're missing something," Alejandro muttered, rubbing his temples.
His mentor, Don Raúl, an engineer who had been building towers since the 90s, puffed on his pipe in the corner. "It’s the turbulence," Raúl said calmly. "You are using the old parameters. The climate has changed, Alejandro. The codes have changed. You need to look at the new book."
Alejandro sighed. He had been avoiding it. The new regulations were dense, complex, and unforgiving.
"The Manual," Raúl pointed a calloused finger at the bookshelf. "Specifically, the Manual de Diseño por Viento CFE 2020. It’s the only way to sleep soundly tonight."
Alejandro found the thick binder. He opened it on the desk, the lantern casting long shadows across the pages. He flipped past the introductions and generalities until he reached the heart of the matter.
Capítulo 3: Metodología de Diseño.
"Here," Alejandro whispered. He ran his finger down the text. The manual was a beast of technicality, demanding rigorous attention to topography, roughness terrain, and dynamic response factors. It wasn't just about wind speed anymore; it was about how the wind interacted with the specific geometry of the structure.
"Read it carefully," Raúl said, leaning over. "Look at the exposure categories. We are building in a valley. The wind doesn't just hit the tower; it accelerates as it funnels through. The old code would have let us use a lower factor. The 2020 manual..." No CFE 2020 wind manual exists
"Requires a topographic factor," Alejandro finished, his eyes widening. He quickly flipped a few pages deeper into the chapter, finding the section on Factores de Topografía.
He realized his error. He had calculated the wind load as if the tower were on a flat plain, ignoring the funneling effect of the nearby hills. According to the CFE 2020 standards, his current design would underestimate the lateral force by nearly 15%. If a storm like the one blowing outside hit the tower, the legs could buckle.
"It would have been a disaster," Alejandro said, his voice trembling slightly.
He spent the next four hours hunched over the manual. The chapter guided him through the intricate formulas: the drag coefficients for the lattice steel, the gust effect factors, and the shielding effects. It was a dialogue between the engineer and the invisible force of nature. The manual didn't just give answers; it taught the behavior of the wind.
By midnight, the calculations were done. The blueprints were marked with red ink, correcting the bracing sizes and the foundation bolts. The structure was now heavier, slightly more expensive, but undeniably safer.
Alejandro closed the heavy book. The title on the cover seemed to glow in the lantern light: Manual de Diseño por Viento CFE 2020.
"You see?" Don Raúl smiled, knocking the ash from his pipe. "The wind doesn't negotiate. But if you read the manual, you learn its language."
Outside, the wind continued to howl, but inside the office, the anxiety was gone. The tower would stand.
Manual de Diseño de Obras Civiles: Diseño por Viento (2020) , published by the Comisión Federal de Electricidad (CFE)
, is a critical technical reference for structural engineering in Mexico and Latin America. This updated edition replaces the 2008 version, incorporating modern data and methodologies for calculating wind loads on various structures. Key Features and Updates Revised Wind Maps : Features updated maps of
(regional wind speeds) based on a 50-year return period, reflecting higher recorded wind speeds since 2008. Technical Depth : Spanning over
, the manual covers classification of structures by importance and wind response, static and dynamic analysis, and wind tunnel testing. Expanded Scope
: Includes specific design criteria for modern infrastructure such as wind turbines (aerogeneradores) , solar panels, and tornado shelters. Environmental Data
: Updates critical values like mean annual temperatures and minimum daily temperatures, which directly influence wind velocity calculations. Software Integration : Designed to be used alongside the Sistema Viento V. 2.0 software developed by
, which automates many of the manual's complex calculations. Academia.edu Engineer's Perspective
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
The Manual de Diseño de Obras Civiles (MDOC) CFE 2020: Diseño por Viento (Capítulo C.1.4)
is the primary engineering standard used across Mexico for calculating wind loads on structures. It provides a rigorous framework to ensure safety against static and dynamic wind effects. 📂 Full PDF Access
You can find the official document and its practical summaries on the following platforms:
Complete Manual (514 pages): Available for viewing and download on Academia.edu and Scribd.
Structural Guidelines: A condensed technical version for educational purposes can be found on StudyLib and SlideShare. 🚀 Key Technical Components End of review
The 2020 version introduced several critical updates compared to the 2008 edition, including improved wind speed maps and new criteria for tornado-prone areas. 1. Classification of Structures
Structures are categorized based on their importance and risk level:
Group A+: Fundamental critical infrastructure (e.g., nuclear plants).
Group A: High-importance structures (e.g., hospitals, main stadiums).
Group B: Common structures (e.g., residential buildings, offices). Group C: Temporary or low-risk structures. 2. Determining Wind Speed ( VDcap V sub cap D The design speed is calculated using: Regional Speed ( VRcap V sub cap R
): Based on new Isotach Maps with a standard 50-year return period. Roughness Factor ( Frzcap F sub r z end-sub
): Based on four terrain categories (from open sea to dense urban centers). Topography Factor ( Ftcap F sub t ): Adjusts for hills, valleys, or ridges. 3. Analysis Procedures
Static Analysis: Used for rigid, low-height structures where dynamic response is negligible.
Dynamic Analysis: Required for flexible or slender structures (tall buildings, towers) to account for oscillations.
Wind Tunnel Testing: Recommended for highly irregular shapes or complex aerodynamic conditions. 💻 Computational Tools
To simplify these complex calculations, CFE and related institutions offer:
Sistema Viento 2.0: An official software tool designed specifically to implement the MDOC 2020 methodologies, including the updated regional speed and temperature data.
Engineering Integration: Software like CYPECAD has already integrated the CFE 2020 wind codes for automated structural design.
💡 Pro Tip: If you're designing for a specific city like Hermosillo or Puebla, always check if the local building code specifically mandates the CFE 2020 manual, as many Mexican municipalities use it to fill gaps in local regulations.
Are you working on a specific type of structure (e.g., a warehouse, tall building, or tower)? I can help you identify the specific pressure coefficients or roughness category you might need.
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
Aquí tienes un borrador detallado sobre el tema. Ten en cuenta que la palabra "capo" al final de tu búsqueda parece un error tipográfico (quizás quisiste decir "capítulo" o "como"), por lo que este escrito se centra en el Manual de Diseño por Viento de CFE (2020) en general, desglosando su estructura y contenido.
You can find the MDOC Viento 2015 (PDF) for free from these official/trusted sources:
The full document includes these key sections (possible “capítulos” you need):
The manual is divided into Capítulos (Chapters). For wind design, the relevant "Capo" (Capítulo) is:
| Section | Content |
| :--- | :--- |
| 3.3.1 | General provisions |
| 3.3.2 | Wind speed definitions (Vr, Vd, Vs) |
| 3.3.3 | Exposure categories (R1, R2, R3, R4) |
| 3.3.4 | Topographic factor (Ft) |
| 3.3.5 | Aerodynamic shape coefficients (Cp, Cpe, Cpi) |
| 3.3.6 | Dynamic response (Gust factor, tall buildings) |
| 3.3.7 | Pressure coefficients for cladding |
These 7 subsections are what most engineers need – the "core chapters."
No CFE 2020 wind manual exists. However, some engineers reference:
Pro tip for the "capo" search: If you are looking for the PDF and the term capo refers to a specific annotated version or a teacher’s guide, ignore those. Obtain the official PDF from the CFE website (or through the SIE legal repository) to ensure you have the corrected 2021 errata. The version without errata will give you wrong cross-wind loads.
End of review.
Recommendation: Pair this manual with the CFE 2020 Earthquake manual for a complete lateral design system. Do not use the wind manual alone for seismic zones.
Manual de Diseño de Obras Civiles: Diseño por Viento CFE 2020
es el pilar normativo más avanzado de México y un referente en toda Latinoamérica para el cálculo de acciones eólicas en estructuras
. Editado por la Comisión Federal de Electricidad (CFE) en colaboración con los mejores especialistas del país, esta actualización sustituyó a la versión de 2008 para adaptarse a las nuevas condiciones climáticas y realidades de la infraestructura moderna
A continuación, se presenta una guía estructurada y escaneable con los puntos clave, metodologías y cambios más importantes de este documento técnico. 🌪️ ¿Qué es y por qué es tan relevante?
El manual establece los criterios y procedimientos para determinar las cargas producidas por el viento que deben soportar las construcciones . Su relevancia radica en: Seguridad Estructural:
Previene fallas catastróficas ante fenómenos meteorológicos extremos como huracanes Referencia Obligada:
Aunque nace para las obras de la CFE, es adoptado por reglamentos de construcción municipales en todo el país y por ingenieros del sector privado Vanguardia Científica:
Incorpora datos estadísticos actualizados de estaciones meteorológicas y modelos matemáticos de punta 🗺️ Principales Cambios en la Versión 2020 vs. 2008
La actualización de 2020 trajo modificaciones sustanciales que impactan directamente en el cálculo de las estructuras Mapas de Isotacas Actualizados: Se integraron registros de huracanes y tormentas recientes . Esto resultó en un incremento de las velocidades regionales de viento en diversas zonas del país Ajustes en Temperatura Ambiente ( bold T sub a
Se modificaron los valores de las temperaturas mínimas diarias en el Apéndice
. Al registrarse temperaturas más bajas en el cálculo, la densidad del aire aumenta, lo que se traduce en una mayor presión dinámica del viento sobre las estructuras Digitalización: El manual trabaja de la mano con el software Sistema Viento
, facilitando la obtención de parámetros ingresando coordenadas geográficas precisas 📐 Clasificación de Estructuras y Procedimientos
El manual clasifica las construcciones para determinar qué tipo de análisis se les debe aplicar 1. Clasificación por su Importancia (Periodos de Retorno)
Dependiendo de qué tan crítica sea la estructura, se asigna un periodo de retorno para la velocidad del viento (comúnmente 10, 50 o 200 años)
Estructuras de alta importancia cuya falla sería catastrófica (hospitales, plantas eléctricas, escuelas).
Estructuras de importancia normal (viviendas, oficinas, naves comerciales).
Estructuras aisladas o provisionales cuya falla no representa un peligro grave. 2. Clasificación por su Respuesta (Método de Cálculo) Tipo 1 (Estructuras Poco Sensibles):
Edificios de baja altura, naves industriales rígidas y casas . Se utiliza el Método Estático
, aplicando presiones y succiones directas calculadas mediante coeficientes de presión Tipo 2 (Estructuras Esbeltas o Flexibles): Torres de telecomunicaciones, chimeneas y rascacielos . Se utiliza el Método Dinámico
, ya que estas estructuras pueden entrar en resonancia o sufrir oscilaciones peligrosas por las ráfagas 🧮 Pasos Generales para el Cálculo
Para realizar una memoria de cálculo bajo esta normativa, el flujo de ingeniería sigue estos pasos Determinar la Velocidad Regional ( cap V sub cap R
Obtenida de los mapas de isotacas para la ubicación específica y el periodo de retorno adecuado Calcular la Velocidad de Diseño ( cap V sub cap D Se multiplica la cap V sub cap R
por factores que toman en cuenta la topografía del sitio (cerros, valles) y la rugosidad del terreno (campo abierto, ciudad densa) Obtener la Presión Dinámica de Base (
Se calcula en función de la altura y la densidad del aire (afectada por la altitud y la temperatura del sitio) Aplicar Coeficientes de Presión ( cap C sub p
Dependen de la geometría de la obra (forma del techo, inclinación, aberturas) para saber cuánto empuja o succiona el viento en cada cara Obtención de Fuerzas Finales:
Se multiplican las presiones por las áreas tributarias de la estructura para diseñar los perfiles, conexiones y cimentaciones
Para profundizar en el modelado o consultar los mapas de isotacas interactivos, puedes utilizar el software oficial en el portal del Sistema Viento de la CFE
, diseñado específicamente para la aplicación de este manual ¿Te gustaría que desarrollemos un ejemplo práctico de cálculo estático para una nave industrial o prefieres profundizar en los parámetros dinámicos para estructuras esbeltas?
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
The Wind and the Blueprint
The power was out in the small office of González & Asociados in the outskirts of Monterrey. Outside, a northern wind was howling, rattling the old windowpanes—a cruel reminder of the very force they were trying to engineer against.
Alejandro, a junior structural engineer, sat by the light of a lantern, staring at a set of blueprints. The project was critical: a series of high-voltage transmission towers for the Federal Electricity Commission (CFE). The deadline was tomorrow, but there was a problem. The calculations for the wind load on the lattice structures just didn’t look right.
"We're missing something," Alejandro muttered, rubbing his temples.
His mentor, Don Raúl, an engineer who had been building towers since the 90s, puffed on his pipe in the corner. "It’s the turbulence," Raúl said calmly. "You are using the old parameters. The climate has changed, Alejandro. The codes have changed. You need to look at the new book."
Alejandro sighed. He had been avoiding it. The new regulations were dense, complex, and unforgiving.
"The Manual," Raúl pointed a calloused finger at the bookshelf. "Specifically, the Manual de Diseño por Viento CFE 2020. It’s the only way to sleep soundly tonight."
Alejandro found the thick binder. He opened it on the desk, the lantern casting long shadows across the pages. He flipped past the introductions and generalities until he reached the heart of the matter.
Capítulo 3: Metodología de Diseño.
"Here," Alejandro whispered. He ran his finger down the text. The manual was a beast of technicality, demanding rigorous attention to topography, roughness terrain, and dynamic response factors. It wasn't just about wind speed anymore; it was about how the wind interacted with the specific geometry of the structure.
"Read it carefully," Raúl said, leaning over. "Look at the exposure categories. We are building in a valley. The wind doesn't just hit the tower; it accelerates as it funnels through. The old code would have let us use a lower factor. The 2020 manual..."
"Requires a topographic factor," Alejandro finished, his eyes widening. He quickly flipped a few pages deeper into the chapter, finding the section on Factores de Topografía.
He realized his error. He had calculated the wind load as if the tower were on a flat plain, ignoring the funneling effect of the nearby hills. According to the CFE 2020 standards, his current design would underestimate the lateral force by nearly 15%. If a storm like the one blowing outside hit the tower, the legs could buckle.
"It would have been a disaster," Alejandro said, his voice trembling slightly.
He spent the next four hours hunched over the manual. The chapter guided him through the intricate formulas: the drag coefficients for the lattice steel, the gust effect factors, and the shielding effects. It was a dialogue between the engineer and the invisible force of nature. The manual didn't just give answers; it taught the behavior of the wind.
By midnight, the calculations were done. The blueprints were marked with red ink, correcting the bracing sizes and the foundation bolts. The structure was now heavier, slightly more expensive, but undeniably safer.
Alejandro closed the heavy book. The title on the cover seemed to glow in the lantern light: Manual de Diseño por Viento CFE 2020.
"You see?" Don Raúl smiled, knocking the ash from his pipe. "The wind doesn't negotiate. But if you read the manual, you learn its language."
Outside, the wind continued to howl, but inside the office, the anxiety was gone. The tower would stand.
Manual de Diseño de Obras Civiles: Diseño por Viento (2020) , published by the Comisión Federal de Electricidad (CFE)
, is a critical technical reference for structural engineering in Mexico and Latin America. This updated edition replaces the 2008 version, incorporating modern data and methodologies for calculating wind loads on various structures. Key Features and Updates Revised Wind Maps : Features updated maps of
(regional wind speeds) based on a 50-year return period, reflecting higher recorded wind speeds since 2008. Technical Depth : Spanning over
, the manual covers classification of structures by importance and wind response, static and dynamic analysis, and wind tunnel testing. Expanded Scope
: Includes specific design criteria for modern infrastructure such as wind turbines (aerogeneradores) , solar panels, and tornado shelters. Environmental Data
: Updates critical values like mean annual temperatures and minimum daily temperatures, which directly influence wind velocity calculations. Software Integration : Designed to be used alongside the Sistema Viento V. 2.0 software developed by
, which automates many of the manual's complex calculations. Academia.edu Engineer's Perspective
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
The Manual de Diseño de Obras Civiles (MDOC) CFE 2020: Diseño por Viento (Capítulo C.1.4)
is the primary engineering standard used across Mexico for calculating wind loads on structures. It provides a rigorous framework to ensure safety against static and dynamic wind effects. 📂 Full PDF Access
You can find the official document and its practical summaries on the following platforms:
Complete Manual (514 pages): Available for viewing and download on Academia.edu and Scribd.
Structural Guidelines: A condensed technical version for educational purposes can be found on StudyLib and SlideShare. 🚀 Key Technical Components
The 2020 version introduced several critical updates compared to the 2008 edition, including improved wind speed maps and new criteria for tornado-prone areas. 1. Classification of Structures
Structures are categorized based on their importance and risk level:
Group A+: Fundamental critical infrastructure (e.g., nuclear plants).
Group A: High-importance structures (e.g., hospitals, main stadiums).
Group B: Common structures (e.g., residential buildings, offices). Group C: Temporary or low-risk structures. 2. Determining Wind Speed ( VDcap V sub cap D The design speed is calculated using: Regional Speed ( VRcap V sub cap R
): Based on new Isotach Maps with a standard 50-year return period. Roughness Factor ( Frzcap F sub r z end-sub
): Based on four terrain categories (from open sea to dense urban centers). Topography Factor ( Ftcap F sub t ): Adjusts for hills, valleys, or ridges. 3. Analysis Procedures
Static Analysis: Used for rigid, low-height structures where dynamic response is negligible.
Dynamic Analysis: Required for flexible or slender structures (tall buildings, towers) to account for oscillations.
Wind Tunnel Testing: Recommended for highly irregular shapes or complex aerodynamic conditions. 💻 Computational Tools
To simplify these complex calculations, CFE and related institutions offer:
Sistema Viento 2.0: An official software tool designed specifically to implement the MDOC 2020 methodologies, including the updated regional speed and temperature data.
Engineering Integration: Software like CYPECAD has already integrated the CFE 2020 wind codes for automated structural design.
💡 Pro Tip: If you're designing for a specific city like Hermosillo or Puebla, always check if the local building code specifically mandates the CFE 2020 manual, as many Mexican municipalities use it to fill gaps in local regulations.
Are you working on a specific type of structure (e.g., a warehouse, tall building, or tower)? I can help you identify the specific pressure coefficients or roughness category you might need.
Manual de Diseño de Obras Civiles Diseno por viento '20 - CFE
Aquí tienes un borrador detallado sobre el tema. Ten en cuenta que la palabra "capo" al final de tu búsqueda parece un error tipográfico (quizás quisiste decir "capítulo" o "como"), por lo que este escrito se centra en el Manual de Diseño por Viento de CFE (2020) en general, desglosando su estructura y contenido.
You can find the MDOC Viento 2015 (PDF) for free from these official/trusted sources:
The full document includes these key sections (possible “capítulos” you need):
The manual is divided into Capítulos (Chapters). For wind design, the relevant "Capo" (Capítulo) is:
| Section | Content |
| :--- | :--- |
| 3.3.1 | General provisions |
| 3.3.2 | Wind speed definitions (Vr, Vd, Vs) |
| 3.3.3 | Exposure categories (R1, R2, R3, R4) |
| 3.3.4 | Topographic factor (Ft) |
| 3.3.5 | Aerodynamic shape coefficients (Cp, Cpe, Cpi) |
| 3.3.6 | Dynamic response (Gust factor, tall buildings) |
| 3.3.7 | Pressure coefficients for cladding |
These 7 subsections are what most engineers need – the "core chapters."