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X-WR-CALDESC:Events for ICC
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DTSTART:20240310T080000
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DTSTART:20241103T070000
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DTSTART:20251102T070000
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DTSTART:20260308T080000
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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250108T110000
DTEND;TZID=America/Chicago:20250108T120000
DTSTAMP:20260502T002359
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/
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:20260502T002359
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/
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:20260502T002359
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/
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:20260502T002359
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/
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:20260502T002359
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/
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:20260502T002359
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/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
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