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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241001T110000
DTEND;TZID=America/Chicago:20241001T133000
DTSTAMP:20260406T003204
CREATED:20240923T193451Z
LAST-MODIFIED:20240923T193451Z
UID:570212-1727780400-1727789400@www.iccsafe.org
SUMMARY:PART 3 - Seismic Design Provisions of ASCE 7-22
DESCRIPTION:Part 3: Chapter 13 – Seismic Design of Nonstructural Components\nASCE 7-22 is adopted by the 2024 IBC\, which will be published later this year. The changes from ASCE 7-16 to ASCE 7-22 are so numerous and so substantive that learning about them needs to start now. The chapter on flood loads is the only chapter that has escaped any change. There are huge changes in snow load\, ice load\, and tsunami load provisions. There is a whole new chapter (32) on tornado loads. Risk Category III or IV structures located in the tornado-prone region shown in a figure are required to be designed and constructed to resist the greater of the tornado loads determined in accordance with Chapter 32 or the wind loads determined in accordance with Chapters 26 through 31. The changes in Chapters 11-23 on earthquake loads and Chapters 26-31 on wind loads are many and many of the seismic changes mark significant departures from past practice. ASCE 7-22 load combinations and importance factors are also quite different because of changes in the loads chapters. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-3-seismic-design-provisions-of-asce-7-22-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241002T110000
DTEND;TZID=America/Chicago:20241002T133000
DTSTAMP:20260406T003204
CREATED:20240923T193704Z
LAST-MODIFIED:20240923T193704Z
UID:570214-1727866800-1727875800@www.iccsafe.org
SUMMARY:PART 4 - Seismic Design Provisions of ASCE 7-22
DESCRIPTION:Part 4: Chapter 14 – 15: Seismic Design of Nonbuilding Structures and Material Specific Requirements\nASCE 7-22 is adopted by the 2024 IBC\, which will be published later this year. The changes from ASCE 7-16 to ASCE 7-22 are so numerous and so substantive that learning about them needs to start now. The chapter on flood loads is the only chapter that has escaped any change. There are huge changes in snow load\, ice load\, and tsunami load provisions. There is a whole new chapter (32) on tornado loads. Risk Category III or IV structures located in the tornado-prone region shown in a figure are required to be designed and constructed to resist the greater of the tornado loads determined in accordance with Chapter 32 or the wind loads determined in accordance with Chapters 26 through 31. The changes in Chapters 11-23 on earthquake loads and Chapters 26-31 on wind loads are many and many of the seismic changes mark significant departures from past practice. ASCE 7-22 load combinations and importance factors are also quite different because of changes in the loads chapters. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-4-seismic-design-provisions-of-asce-7-22-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241008T110000
DTEND;TZID=America/Chicago:20241008T123000
DTSTAMP:20260406T003204
CREATED:20240923T193916Z
LAST-MODIFIED:20240923T194849Z
UID:570216-1728385200-1728390600@www.iccsafe.org
SUMMARY:IRC for Engineers: Part 1 Scope and Limitations
DESCRIPTION:This multi-part series provides an overview of the 2021 International Residential Code (IRC) structural provisions for engineers. Focusing on wood construction\, the course addresses gravity and lateral loads on residential structures. Prescriptive solutions for floor\, roof\, and wall systems are described to help engineers understand where engineering is required. Part 1 provides an overview of the scope and limitations of the IRC. Chapters 1 through 3 will be discussed\, emphasizing areas where engineering is required. \nRegister here. \n11:00 AM- 12:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/irc-for-engineers-part-1-scope-and-limitations/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241010T110000
DTEND;TZID=America/Chicago:20241010T130000
DTSTAMP:20260406T003204
CREATED:20240923T194059Z
LAST-MODIFIED:20240923T194059Z
UID:570218-1728558000-1728565200@www.iccsafe.org
SUMMARY:IRC for Engineers: Part 2 Foundation and Framing Limits
DESCRIPTION:This multi-part series provides an overview of the 2021 International Residential Code (IRC) structural provisions for engineers. Focusing on wood construction\, the course addresses gravity and lateral loads on residential structures. Prescriptive solutions for floor\, roof\, and wall systems are described to help engineers understand where engineering is required. Part 2 provides an overview of the foundation\, framing\, sheathing\, and cladding limits of the IRC. Chapters 4 through 9 will be discussed\, emphasizing areas where engineering is required. \nRegister here. \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/irc-for-engineers-part-2-foundation-and-framing-limits/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241015T110000
DTEND;TZID=America/Chicago:20241015T133000
DTSTAMP:20260406T003204
CREATED:20240923T194248Z
LAST-MODIFIED:20240923T194248Z
UID:570220-1728990000-1728999000@www.iccsafe.org
SUMMARY:Unique Aspect in Strength Design of Post-Tensioned Structures
DESCRIPTION:The tension force in unbonded strands that is used in the Whitney Stress Block\, is determined by multiplying the section area by the fps value. Two equations are used to calculate fps and are separated by the span to depth ratio. Unlike rebar only concrete which has a constant fy value\, fps is constantly changing along each span and can often switch equations within the same design strip. These creates unique numerical situations that will look odd\, challenging to explain and need to be better understood by the engineer to avoid confusion in the office and on the drawings. The role and rationale behind compression reinforcement in flexural strength will also be addressed. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/unique-aspect-in-strength-design-of-post-tensioned-structures/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241023T110000
DTEND;TZID=America/Chicago:20241023T120000
DTSTAMP:20260406T003204
CREATED:20240923T194504Z
LAST-MODIFIED:20240923T194504Z
UID:570222-1729681200-1729684800@www.iccsafe.org
SUMMARY:Flat Plate Voided Concrete Slab Systems
DESCRIPTION:This webinar will provide general information on the use and design of flat voided concrete slab systems in steel reinforced concrete buildings. Requirements for strength and serviceability (deflection and vibration) are included\, and information is given on fire resistance and construction considerations. Case studies of some recent projects highlight some of the benefits of this slab system. \nRegister here. \n11:00 AM – 12:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/flat-plate-voided-concrete-slab-systems/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241029T110000
DTEND;TZID=America/Chicago:20241029T133000
DTSTAMP:20260406T003204
CREATED:20240923T194740Z
LAST-MODIFIED:20240923T194740Z
UID:570224-1730199600-1730208600@www.iccsafe.org
SUMMARY:IRC for Engineers: Part 4 Wind Examples
DESCRIPTION:This multi-part series provides an overview of the 2021 International Residential Code (IRC) structural provisions for engineers. With a focus on wood construction\, the course addresses gravity and lateral loads on residential structures. Prescriptive solutions for floor\, roof\, and wall systems are described to help engineers understand where engineering is required. Based on a 2-story residential wood frame structure\, Part 3 provides a prescriptive solution using the IRC for a 115-mph wind speed and a prescriptive solution using the IRC-referenced Wood Frame Construction Manual for a 160-mph wind speed. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/irc-for-engineers-part-4-wind-examples/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241107T110000
DTEND;TZID=America/Chicago:20241107T133000
DTSTAMP:20260406T003204
CREATED:20241031T165210Z
LAST-MODIFIED:20241031T165418Z
UID:573854-1730977200-1730986200@www.iccsafe.org
SUMMARY:Design of Cold-Formed Steel Exterior Wall Connections
DESCRIPTION:Exterior cold-formed steel framing is a common system used for the “skin” of a building and is a crucial component of a building’s exterior. Structural engineers need to pay particularly close attention to this system as it is a significant factor in repair costs and recovery times after seismic and wind events\, yet it is often not given the attention it deserves. This web seminar will discuss the following key design issues (and what’s often missed) for exterior cold-formed steel framing\, including: \n-Application of Loads \n-Building Movements \n-Complete Load Path \n-Engineered and Proprietary Connections to the Base Structure (Including Drift Clips)\nOver one-third of the presentation will be on detailed examples that will illustrate these concepts as well as common mistakes. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/design-of-cold-formed-steel-exterior-wall-connections/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241113T110000
DTEND;TZID=America/Chicago:20241113T133000
DTSTAMP:20260406T003204
CREATED:20241031T165606Z
LAST-MODIFIED:20241031T165606Z
UID:573858-1731495600-1731504600@www.iccsafe.org
SUMMARY:The Limited Reality of Service Stresses in Design of Post-Tensioned Concrete
DESCRIPTION:Why can’t engineers simply increase the service moment used for stress analysis by a load factor and use that for Ultimate Strength design? This approach would be valid for steel design\, so what not post-tensioned concrete? The webinar will explain the limited reality and “incompleteness” of the service stress model using equivalent loads and why the service reactions\, shears and moments are invalid for Ultimate Strength design. The myth of how equivalent loads makes buildings lighter will also be explained. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/the-limited-reality-of-service-stresses-in-design-of-post-tensioned-concrete/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241119T110000
DTEND;TZID=America/Chicago:20241119T123000
DTSTAMP:20260406T003204
CREATED:20241031T165821Z
LAST-MODIFIED:20241031T165821Z
UID:573862-1732014000-1732019400@www.iccsafe.org
SUMMARY:IRC for Engineers: Part 5 Essential IRC Seismic Provisions for Residential Construction
DESCRIPTION:This webinar will dive into the seismic provisions of the 2024 International Residential Code (IRC)\, focusing on simplified yet crucial requirements for ensuring structural safety in one- and two-family dwellings. Participants will explore key topics such as Seismic Design Categories (SDCs) for residential buildings\, foundation anchorage\, and shear walls\, along with the proper detailing of roof diaphragms and structural connections. Special attention will be given to the seismic requirements for high-seismic-hazard (Categories D0\, D1\, and D2). Join us to gain practical insights on how the 2024 IRC provisions help mitigate earthquake damage and build more resilient residential structures. \nPart 5 presentation will introduce seismic concepts and scoping limits and illustrate design of seismic wall bracing using an example dwelling. \nPart 6 presentation will work through seismic design aspects of other elements of the example dwelling\, starting at the roof and proceeding down through the foundation. \nRegister here.  \n11:00 AM – 12:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/irc-for-engineers-part-5-essential-irc-seismic-provisions-for-residential-construction/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241121T110000
DTEND;TZID=America/Chicago:20241121T123000
DTSTAMP:20260406T003204
CREATED:20241031T170028Z
LAST-MODIFIED:20241031T170028Z
UID:573866-1732186800-1732192200@www.iccsafe.org
SUMMARY:IRC for Engineers: Part 6 Essential IRC Seismic Provisions for Residential Construction
DESCRIPTION:This webinar will dive into the seismic provisions of the 2024 International Residential Code (IRC)\, focusing on simplified yet crucial requirements for ensuring structural safety in one- and two-family dwellings. Participants will explore key topics such as Seismic Design Categories (SDCs) for residential buildings\, foundation anchorage\, and shear walls\, along with the proper detailing of roof diaphragms and structural connections. Special attention will be given to the seismic requirements for high-seismic-hazard (Categories D0\, D1\, and D2). Join us to gain practical insights on how the 2024 IRC provisions help mitigate earthquake damage and build more resilient residential structures. \nPart 6 presentation will work through seismic design aspects of other elements of the example dwelling\, starting at the roof and proceeding down through the foundation. \nRegister here.  \n11:00 AM – 12:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/irc-for-engineers-part-6-essential-irc-seismic-provisions-for-residential-construction/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241204T110000
DTEND;TZID=America/Chicago:20241204T133000
DTSTAMP:20260406T003204
CREATED:20241202T194524Z
LAST-MODIFIED:20241202T195402Z
UID:576694-1733310000-1733319000@www.iccsafe.org
SUMMARY:Hand Calculations and Detailing for a Post-Tensioned Podium Slab
DESCRIPTION:The webinar will focus on the hand calculations to design a post-tensioned structural two-way slab that supports multi levels of conventional wood or metal stud framed buildings. The specific detailing requirements specific to podium slabs will be addressed as well as the coordination and detailing of landscape elements that are often required to be supported by the post-tensioned slab. Construction photographs will highlight the interaction and potential congestion of the various components that are installed in the podium slabs. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/hand-calculations-and-detailing-for-a-post-tensioned-podium-slab/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241210T110000
DTEND;TZID=America/Chicago:20241210T133000
DTSTAMP:20260406T003204
CREATED:20241202T195148Z
LAST-MODIFIED:20241202T195148Z
UID:576699-1733828400-1733837400@www.iccsafe.org
SUMMARY:A Structural Engineer`s Primer for Probabilistic Seismic Hazard Analysis
DESCRIPTION:Probabilistic seismic hazard analysis (PSHA) is the conceptual framework upon which ground motion intensity (i.e.\, spectral acceleration) is estimated for use in design throughout the United States. It is also used in site specific determination of ground motion for special projects or projects with poor site conditions. Determination of ground motion parameters is the realm of geotechnical engineers\, however\, structural engineers should have a working understanding of the underpinnings of PSHA to properly interpret both the design ground motion parameters and their structural analysis results. This seminar will provide a background in PSHA designed for structural engineers to develop an understanding of where critical design ground parameters are derived from. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/a-structural-engineers-primer-for-probabilistic-seismic-hazard-analysis-3/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241212T110000
DTEND;TZID=America/Chicago:20241212T130000
DTSTAMP:20260406T003204
CREATED:20241202T195711Z
LAST-MODIFIED:20241202T195711Z
UID:576701-1734001200-1734008400@www.iccsafe.org
SUMMARY:IBC Statement of Special Inspections
DESCRIPTION:The International Building Code requires that the design professional in charge create a Statement of Special Inspections (SSI) for each project. This seminar will discuss each component of the SSI\, including types of inspections\, the extent of these inspections\, and the frequency at which they should be provided. The discussion will not only include code prescribed inspections but many of the special inspection requirements that are not defined in referenced standards. Several project examples will be used to show how an appropriate project-specific SSI is developed. \nRegister here. \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/ibc-statement-of-special-inspections/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241217T110000
DTEND;TZID=America/Chicago:20241217T123000
DTSTAMP:20260406T003204
CREATED:20241202T195943Z
LAST-MODIFIED:20241202T195943Z
UID:576703-1734433200-1734438600@www.iccsafe.org
SUMMARY:Intrinsically Safe Structural Fire Safety Design
DESCRIPTION:Traditionally\, structural fire safety is contemplated after the structural engineering is complete for a given building. Specifically\, structural systems that have been optimized for ambient design loads are then blanketed with fireproofing. This century-old\, protection-centric approach endeavors to reduce the heating of individual structural members with the intent of mitigating the risk of structural collapse under fire conditions. However\, project stakeholders may be left wondering if the intended structural fire safety is provided and if a rational use of resources was employed. This differs from almost all other aspects of building design in which these aspects are taken extremely seriously. \nStructural engineers should advocate for their involvement in structural fire safety design as they are the only engineering discipline capable of providing intrinsically safe structural fire safety for buildings/structures with rational optimization. Since structural fire design has the potential to produce buildings that are safer\, cost less\, and are optimized for stakeholder design objectives such as aesthetics\, carbon footprint\, and allowance for innovation\, the future is certainly bright for this movement. \nRegister here. \n11:00 AM – 12:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/intrinsically-safe-structural-fire-safety-design/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250108T110000
DTEND;TZID=America/Chicago:20250108T120000
DTSTAMP:20260406T003204
CREATED:20250107T170310Z
LAST-MODIFIED:20250107T170310Z
UID:578027-1736334000-1736337600@www.iccsafe.org
SUMMARY:Typical Repair Methods of Post-Tensioning Strands
DESCRIPTION:There is a myth that if a post-tensioning strand is broken\, it has the potential to fly out of the building\, create havoc and destruction as it soars over state lines and are almost impossible to repair. As most myths are\, this one is completely wrong. The majority of post-tensioned buildings will have a strand or two break during their lifetime and that rarely creates a financial or a performance issue. The webinar will cover the typical repair options and numerical solutions that are available to structural engineers when a post-tensioning strands is damaged. Construction photographs\, inspection reports and real building examples will highlight the various options that can and have been successfully used. \nRegister here. \n11:00 AM – 12:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/typical-repair-methods-of-post-tensioning-strands-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250114T110000
DTEND;TZID=America/Chicago:20250114T130000
DTSTAMP:20260406T003204
CREATED:20250107T170524Z
LAST-MODIFIED:20250107T170524Z
UID:578029-1736852400-1736859600@www.iccsafe.org
SUMMARY:Implementation of ASCE 7-22 Nonstructural Seismic Requirements for Today`s Complex Buildings
DESCRIPTION:With the publication of ASCE 7-22 and its future adoption by IBC and state building codes\, nonstructural seismic standard implementation is undergoing a dramatic change. Though the Chapter 13 requirements of the standard remain largely intact\, the methodology to calculate nonstructural seismic force and displacement is much more dependent on information about the seismic behavior of the building in which they are housed. This leaves many unanswered questions for engineers who are newly familiarizing themselves with ASCE 7-22 \nThis seminar seeks to answer many of those questions. It reviews the current nonstructural seismic standards in ASCE 7-16 and IBC 2021 and discusses proposed implementation methods for the changes in ASCE 7-22 and future IBC editions. The presentation will be useful to engineers and suppliers of components\, supports\, and attachments implementing and reviewing non-structural seismic designs. \nRegister here. \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/implementation-of-asce-7-22-nonstructural-seismic-requirements-for-todays-complex-buildings-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250116T110000
DTEND;TZID=America/Chicago:20250116T133000
DTSTAMP:20260406T003204
CREATED:20250107T170854Z
LAST-MODIFIED:20250107T170854Z
UID:578031-1737025200-1737034200@www.iccsafe.org
SUMMARY:PART 1 - An Overview of Changes in ASCE 7-22 on Wind Loads
DESCRIPTION:ASCE 7-22 is adopted by the 2024 IBC\, which is in the process of being adopted by major local jurisdictions\, such as the State of California and the State of New York. The changes from ASCE 7-16 to ASCE 7-22 are so numerous and so substantive that learning about them needs to start now. The chapter on flood loads is the only chapter that has escaped any change. There are huge changes in snow load\, ice load\, and tsunami load provisions. There is a whole new chapter (32) on tornado loads. Risk Category III or IV structures located in the tornado-prone region shown in a figure are required to be designed and constructed to resist the greater of the tornado loads determined in accordance with Chapter 32 or the wind loads determined in accordance with Chapters 26 through 31. The changes in Chapters 11-23 on earthquake loads and Chapters 26-31 on wind loads are many and many of the seismic changes mark significant departures from past practice. ASCE 7-22 load combinations and importance factors are also quite different because of changes in the load chapters. \nWe have recently presented a four-part seminar on the seismic changes. This two-part seminar concentrates on wind and tornado loads. Part 1 will be on the many significant changes in Chapters 26 through 31\, including the new design wind speed maps. Part 2 will be on the new Chapter 32 on tornado loads. The applicability of the chapter and the design of structures for tornado loads using the chapter will be discussed. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-1-an-overview-of-changes-in-asce-7-22-on-wind-loads/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250121T110000
DTEND;TZID=America/Chicago:20250121T123000
DTSTAMP:20260406T003204
CREATED:20250107T171236Z
LAST-MODIFIED:20250107T171236Z
UID:578033-1737457200-1737462600@www.iccsafe.org
SUMMARY:Design of Loadbearing Tall Wood Studs for Wind and Gravity Loads
DESCRIPTION:Proper design of wood structures to resist high wind loads requires the correct use of wind load provisions and member design properties. A thorough understanding of the interaction between wind loads and material properties is important in the design process. Adjustments from reference wind conditions to extreme-value peak gusts require designers to make similar adjustments to design properties to ensure equivalent and economic designs. Wind load provisions have been developed for design of major structural elements using Main Wind-Force Resisting System (MWFRS) loads and secondary cladding elements using Component & Cladding (C&C) loads. Elements and subassemblies which receive loads both directly and as part of the main wind force resisting system\, such as wall studs\, must be checked independently for MWFRS loads and C&C loads. A load bearing stud wall design example based on the allowable stress design methods outlined in AWC`s 2018 National Design Specification® (NDS®) for Wood Construction and 2018 Wood Frame Construction Manual along with ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures will demonstrate standard design checks for limit states of strength and deflection. \nLearning Objectives: \n\nUnderstand how to analyze wall framing as part of the MWFRS per ASCE 7-16\nUnderstand why wall framing is analyzed using out of plane C&C wind pressures independent of gravity loads\nBe familiar with various ASCE 7-16 ASD load combinations used for bearing walls\nBe knowledgeable of standards including the 2018 NDS\, 2018 WFCM\, and ASCE 7-16 used for design of tall walls\n\nFinally\, the example problem we’ll be presenting\, is contained in this document:\nExamples: Structural Wood Design Examples 2015/2018 Edition \nRegister here. \n11:00 AM – 12:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/design-of-loadbearing-tall-wood-studs-for-wind-and-gravity-loads-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250123T110000
DTEND;TZID=America/Chicago:20250123T133000
DTSTAMP:20260406T003204
CREATED:20250107T171453Z
LAST-MODIFIED:20250107T171453Z
UID:578037-1737630000-1737639000@www.iccsafe.org
SUMMARY:PART 2 - An Overview of Changes in ASCE 7-22 on Tornado Loads
DESCRIPTION:ASCE 7-22 is adopted by the 2024 IBC\, which is in the process of being adopted by major local jurisdictions\, such as the State of California and the State of New York. The changes from ASCE 7-16 to ASCE 7-22 are so numerous and so substantive that learning about them needs to start now. The chapter on flood loads is the only chapter that has escaped any change. There are huge changes in snow load\, ice load\, and tsunami load provisions. There is a whole new chapter (32) on tornado loads. Risk Category III or IV structures located in the tornado-prone region shown in a figure are required to be designed and constructed to resist the greater of the tornado loads determined in accordance with Chapter 32 or the wind loads determined in accordance with Chapters 26 through 31. The changes in Chapters 11-23 on earthquake loads and Chapters 26-31 on wind loads are many and many of the seismic changes mark significant departures from past practice. ASCE 7-22 load combinations and importance factors are also quite different because of changes in the load chapters. \nWe have recently presented a four-part seminar on the seismic changes. This two-part seminar concentrates on wind and tornado loads. Part 1 will be on the many significant changes in Chapters 26 through 31\, including the new design wind speed maps. Part 2 will be on the new Chapter 32 on tornado loads. The applicability of the chapter and the design of structures for tornado loads using the chapter will be discussed. \nRegister here. \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-2-an-overview-of-changes-in-asce-7-22-on-tornado-loads/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250129T110000
DTEND;TZID=America/Chicago:20250129T130000
DTSTAMP:20260406T003204
CREATED:20250107T171740Z
LAST-MODIFIED:20250107T171740Z
UID:578039-1738148400-1738155600@www.iccsafe.org
SUMMARY:Design of Steel Deck Diaphragms
DESCRIPTION:This seminar will cover the design of bare steel deck and concrete-filled steel deck diaphragms with an emphasis on seismic design. The parts of a steel deck diaphragm will be introduced along with the typical limit states. Concepts related to the seismic design of diaphragms will be presented and then application to steel deck diaphragms will be described. Relevant research provisions along with some mention of the supporting recent research will be examined. \nAttendees will gain an understanding of steel deck diaphragm behavior\, seismic design of steel deck diaphragms\, and recent research that has been conducted. \nRegister here. \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/design-of-steel-deck-diaphragms-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250204T110000
DTEND;TZID=America/Chicago:20250204T130000
DTSTAMP:20260406T003204
CREATED:20250203T172155Z
LAST-MODIFIED:20250203T172155Z
UID:579431-1738666800-1738674000@www.iccsafe.org
SUMMARY:Load Path\, Load Combinations and Risk Categories
DESCRIPTION:This webinar covers basic load paths and load combinations used in allowable stress design and strength design. Also discussed are risk categories assigned to buildings for load determination based on hazard to life. This webinar is based on the 2024 International Building Code® (IBC®) and the IBC-referenced 2022 ASCE/SEI 7 Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE 7-22). The discussion of load path and load combinations is geared to new engineers\, architects\, and code officials. The discussion of risk categories should be of interest to all audiences. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/load-path-load-combinations-and-risk-categories/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250206T110000
DTEND;TZID=America/Chicago:20250206T133000
DTSTAMP:20260406T003204
CREATED:20250203T173312Z
LAST-MODIFIED:20250203T173312Z
UID:579434-1738839600-1738848600@www.iccsafe.org
SUMMARY:Hand Calculations of a Long Span Post-Tensioned Beam
DESCRIPTION:Long span garages are very common across the United States and are typically designed using relatively thin post-tensioned one-way slabs that are supported by post-tensioned beams and girders. The beams will often span in the 60-foot range and will typically require no camber due to proper application of post-tensioning. The webinar will show the step-by-step design calculations for a post-tensioned beams that are typical for long span garages while addressing the relevant code sections. Typical details that are associated with these types of structures will also be shown in conjunction with construction photographs. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/hand-calculations-of-a-long-span-post-tensioned-beam/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;VALUE=DATE:20250210
DTEND;VALUE=DATE:20250215
DTSTAMP:20260406T003204
CREATED:20241104T182044Z
LAST-MODIFIED:20241104T182133Z
UID:574175-1739145600-1739577599@www.iccsafe.org
SUMMARY:2025 ICC Upper Great Plains Region III Educational Institute
DESCRIPTION:The Institute features 40 sessions of construction-industry related topics offered in eight tracks over five days. Check the brochure for a few select sessions to be offered virtually. Presenters are well-qualified and often well-known individuals from ICC and related areas of expertise. Everyone is invited and welcome to attend. \nRegister here. \nLearn more here.
URL:https://www.iccsafe.org/news-and-events-calendar/2025-icc-upper-great-plains-region-iii-educational-institute/
LOCATION:Minneapolis Marriott Northwest\, 7025 Northland Drive North\, Minneapolis\, MN\, 55428\, United States
CATEGORIES:Education Calendar
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250212T110000
DTEND;TZID=America/Chicago:20250212T130000
DTSTAMP:20260406T003204
CREATED:20250203T173501Z
LAST-MODIFIED:20250203T173501Z
UID:579436-1739358000-1739365200@www.iccsafe.org
SUMMARY:Serviceability Design for the Practicing Engineer
DESCRIPTION:This session will provide practical information and design examples to evaluate the serviceability performance of buildings against requirements of the IBC and ASCE 7. It will provide detailed explanations and examples of applications of code provisions and standards specific to various materials\, building systems\, and building components. The webinar will also discuss the ways the codes currently address serviceability and how future versions of the code may be adapting serviceability requirements. \nEngineers will have a better understanding of serviceability requirements in the building code and reference standards\, including examples of common serviceability oversights made during design. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/serviceability-design-for-the-practicing-engineer-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250218T110000
DTEND;TZID=America/Chicago:20250218T130000
DTSTAMP:20260406T003204
CREATED:20250203T173652Z
LAST-MODIFIED:20250203T173652Z
UID:579439-1739876400-1739883600@www.iccsafe.org
SUMMARY:Deep Foundations - Overview and Design Example
DESCRIPTION:Deep foundation systems provide improved resistance to settlement and can safely support buildings founded on very poor soils. Deep foundations can also improve building performance by providing resistance to uplift loading. The design of deep foundations involves both the Geotechnical Engineer and the Structural Engineer. Thus\, it is wise for the structural engineer to become more educated regarding deep foundation design. This presentation will provide an overview of deep foundations\, including various systems in common use\, such as driven precast concrete and structural steel piles\, augercast piles\, cast-in-drilled-hole piles\, and micropiles. Mr. Harris will discuss the behavior of each system\, as well as its best uses and limitations. The presentation will also include a worked example design for cast-in-place concrete piles resisting vertical and lateral loads. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/deep-foundations-overview-and-design-example-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250220T110000
DTEND;TZID=America/Chicago:20250220T130000
DTSTAMP:20260406T003204
CREATED:20250203T173847Z
LAST-MODIFIED:20250203T173847Z
UID:579443-1740049200-1740056400@www.iccsafe.org
SUMMARY:Frame of Reference: Steel Moment Frames Explained
DESCRIPTION:This web seminar will discuss the structural design and detailing requirements for ordinary and special steel moment frames specified under the provisions of the 2018 IBC\, ASCE 7-16\, AISC 360-16\, and AISC 341. Intermediate steel moment frames will only be addressed by explaining why they are not commonly used \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/frame-of-reference-steel-moment-frames-explained-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;VALUE=DATE:20250224
DTEND;VALUE=DATE:20250301
DTSTAMP:20260406T003204
CREATED:20241104T181259Z
LAST-MODIFIED:20241104T182231Z
UID:574171-1740355200-1740787199@www.iccsafe.org
SUMMARY:EduCODE 2025
DESCRIPTION:On behalf of the Southern Nevada Chapter of the International Code Council\, we welcome you to our 28th year of providing outstanding educational programs. EduCODE is designed to provide the premier educational training in the country along with several networking opportunities to provide the best overall experience. EduCODE provides nationally acclaimed instructors\, daytime and evening networking opportunities through the week\, industry representatives showcasing their latest products\, technology and services at our daily expo\, and a staff that will provide outstanding customer service to make your visit beneficial\, fun\, and rewarding. \nWhere can you choose from over 150 classes both in person and online\, each ICC Preferred Provider certified? Where can you brainstorm with instructors\, building\, fire and code enforcement professionals\, students and staff\, and have fun while learning? EduCODE 2025: that’s where! Whether you attend for one day or for the entire week\, virtually or in person\, we are certain that you will have an exceptional experience that you will never forget. \nLive at the Orleans Hotel and Virtual.  \nRegister here.  \nLearn more here.
URL:https://www.iccsafe.org/news-and-events-calendar/educode-2025/
LOCATION:4500 West Tropicana Avenue • Las Vegas\, NV 89103\, 4500 West Tropicana Avenue\, Las Vegas\, NV\, 89103\, United States
CATEGORIES:Education Calendar
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250305T110000
DTEND;TZID=America/Chicago:20250305T130000
DTSTAMP:20260406T003204
CREATED:20250226T182310Z
LAST-MODIFIED:20250226T182310Z
UID:581248-1741172400-1741179600@www.iccsafe.org
SUMMARY:2022 Changes to AISC 341 and 360
DESCRIPTION:The 2022 editions of AISC Specification for Structural Steel Buildings (ANSI/AISC 360-22) and the Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-22) represent the latest in structural steel design and construction. This presentation will cover the latest updates\, including the exciting addition of concrete-filled coupled composite plate shear walls to both standards. Other major additions to the Specification include clarification on what to include in structural design documents; a new appendix on filled high-strength composite members; and a major expansion of the appendix on structural design for fire conditions. The Seismic Provisions now include an appendix on nonlinear response history analysis. These and many more developments will be discussed to orient users on how to start incorporating these latest standards into their practice. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/2022-changes-to-aisc-341-and-360-2/
LOCATION:CA
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250305T160000
DTEND;TZID=America/Chicago:20250305T160000
DTSTAMP:20260406T003204
CREATED:20250206T171617Z
LAST-MODIFIED:20250206T171617Z
UID:579658-1741190400-1741190400@www.iccsafe.org
SUMMARY:Water Matters: The Windsor Declaration and Global Solutions for Water Scarcity (Learn Live)
DESCRIPTION:Join Tom Reynolds (Bathroom Manufacturers Association) and Tom Roberts (International Codes Council) for an engaging webinar during World Water Awareness Month\, spotlighting the transformative Windsor Declaration. This global initiative unites bathroom manufacturers\, trade associations\, and certification bodies to address the urgent challenge of water scarcity. Discover how the Declaration’s commitments to water efficiency and sustainable innovation are driving systemic change and learn how you can contribute to this bold vision for a more water-resilient future. \nRegister here.
URL:https://www.iccsafe.org/news-and-events-calendar/water-matters-the-windsor-declaration-and-global-solutions-for-water-scarcity-learn-live/
LOCATION:CA
CATEGORIES:Education Calendar
END:VEVENT
END:VCALENDAR