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X-ORIGINAL-URL:https://www.iccsafe.org
X-WR-CALDESC:Events for ICC
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TZID:America/Chicago
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TZOFFSETFROM:-0600
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DTSTART:20230312T080000
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DTSTART:20231105T070000
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DTSTART:20240310T080000
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DTSTART:20241103T070000
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DTSTART:20250309T080000
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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240709T110000
DTEND;TZID=America/Chicago:20240709T120000
DTSTAMP:20260403T131013
CREATED:20240625T183718Z
LAST-MODIFIED:20240625T203030Z
UID:564364-1720522800-1720526400@www.iccsafe.org
SUMMARY:PART 4 - Design and Detailing Reinforced Concrete Diaphragms
DESCRIPTION:Part 4 in this webinar series presents comprehensive worked-out examples that illustrate the proper application of code requirements for diaphragms in buildings assigned to SDC B through F. Included are many practical design aids and guidelines that make the design and detailing process simpler and faster. \nRegister here \n11:00 A.M. – 12:00 P.M. PST
URL:https://www.iccsafe.org/news-and-events-calendar/part-4-design-and-detailing-reinforced-concrete-diaphragms/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240711T110000
DTEND;TZID=America/Chicago:20240711T133000
DTSTAMP:20260403T131013
CREATED:20240625T184024Z
LAST-MODIFIED:20240625T184024Z
UID:564366-1720695600-1720704600@www.iccsafe.org
SUMMARY:Elongation Record Review
DESCRIPTION:Several post-tension suppliers have provided examples of how engineers are incorrectly understanding using elongation records. The lack of understanding is creating delays at the job site\, increased potential for corrosion and underestimating the strand force. Webinar will discuss\, the stressing process\, measuring\, what do the measured elongations actually represent and the reason we have a 7% code tolerance. \nRegister here.  \n11:00 A.M. – 1:30 P.M. PST
URL:https://www.iccsafe.org/news-and-events-calendar/elongation-record-review/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240723T110000
DTEND;TZID=America/Chicago:20240723T130000
DTSTAMP:20260403T131013
CREATED:20240625T202613Z
LAST-MODIFIED:20240625T202613Z
UID:564426-1721732400-1721739600@www.iccsafe.org
SUMMARY:TMS 402-2022 Masonry Code: Changes and How They Can Help You Today
DESCRIPTION:The masonry design standards\, TMS 402/602 Building Code Requirements and Specification for Masonry Structures were updated in 2022 following a 6-year revision cycle. Learn the major changes in these standards which include a complete rewriting of the veneer provisions\, the introduction of compression-controlled sections in strength design\, anchor bolt recalibration to be based on the ultimate strength of steel\, and the addition of an appendix on masonry reinforced with GFRP (Glass Fiber Reinforced Polymer) bars. These changes and many more will be discussed\, and the impact of the changes on typical designs will be reviewed. \nRegister here.  \n11:00 A.M. – 1:00 P.M. PST
URL:https://www.iccsafe.org/news-and-events-calendar/tms-402-2022-masonry-code-changes-and-how-they-can-help-you-today/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240731T110000
DTEND;TZID=America/Chicago:20240731T133000
DTSTAMP:20260403T131013
CREATED:20240625T202827Z
LAST-MODIFIED:20240625T202827Z
UID:564428-1722423600-1722432600@www.iccsafe.org
SUMMARY:Seismic Design of Special Concentrically Braced Frames
DESCRIPTION:The design of ductile concentrically braced frames has evolved considerably over the past few revisions of AISC 341. This seminar will present fundamentals on the seismic behavior of concentrically braced frames and the current AISC 341-16 provisions for Special Concentrically Braced Frames that are intended to achieve ductile seismic response. Specific points of emphasis will include the application of capacity-based design principles\, braced frame member design\, and braced connection behavior and detailing for ductility. An overview of a design example will also be provided. \nRegister here.  \n11:00 A.M. – 1:30 P.M. PST
URL:https://www.iccsafe.org/news-and-events-calendar/seismic-design-of-special-concentrically-braced-frames-2/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240806T110000
DTEND;TZID=America/Chicago:20240806T120000
DTSTAMP:20260403T131013
CREATED:20240726T145435Z
LAST-MODIFIED:20240726T145515Z
UID:566015-1722942000-1722945600@www.iccsafe.org
SUMMARY:Use of Grade 80 and Grade 100 Reinforcing Bars in ACI 318-19
DESCRIPTION:Recent advances\, including substantial new research\, have enabled reinforcing steels of higher strengths to be a viable option in a variety of applications in reinforced concrete structures. This webinar presents information related to the use of Grade 80 and Grade 100 steel reinforcement in the 2019 edition of ACI 318 Building Code Requirements for Structural Concrete. Numerous revisions have been made in ACI 318-19 to incorporate the use of high-strength reinforcement\, and this webinar covers new and updated requirements for the following: \n\nTypes of nonprestressed reinforcing bars\nDevelopment and splice lengths\nStructural members\, including two-way slabs\, beams\, columns\, walls\, diaphragms\, and foundations\nLimits on concrete compressive strength\nStrength reduction factors\n\nBenefits related to the use of Grade 80 and Grade 100 reinforcing bars are also included. \nIndustry professionals should find the information in this webinar useful when designing\, detailing\, and specifying Grade 80 and Grade 100 reinforcing bars in building projects. \nRegister here. \n11:00 A.M. – 12:00 P.M. PT
URL:https://www.iccsafe.org/news-and-events-calendar/use-of-grade-80-and-grade-100-reinforcing-bars-in-aci-318-19/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240814T110000
DTEND;TZID=America/Chicago:20240814T130000
DTSTAMP:20260403T131013
CREATED:20240726T202545Z
LAST-MODIFIED:20240726T202545Z
UID:566057-1723633200-1723640400@www.iccsafe.org
SUMMARY:Performance Based Wind Design - Introduction to ASCE/SEI Prestandard
DESCRIPTION:Performance-based design for seismic engineering has been used for buildings in the United States and internationally for many years. Performance-based wind design (PBWD) is a natural extension of the overall PBSD framework. \nASCE/SEI “Prestandard for Performance-Based Wind Design” is published by ASCE/SEI to advance the state-of-art performance-based wind design. PBWD can be used for designing Main Wind Force Resisting System (MWFRS) of the building and/or the envelope of building. Three methods are proposed in ASCE/SEI Prestandard for designing MWFRS using performance-based design approach. The presentation focuses on Method 1. \nThe potential benefits to PBWD include a more efficient and effective structural design by allowing modest levels of nonlinearity. \nThe learning objectives are: \n\nParticipants will learn how to meet (a) Occupant comfort performance objective (b) Operational performance objective and (c) Continuous occupancy/limited interruption performance objective.\nParticipants will learn how to implement Method 1 to evaluate continuous occupancy/limited interruption performance objective.\nParticipants will learn a path to implement PBWD on their projects using IBC provision 104.11 and understand requirements for peer review.\n\nRegister here. \n11:00 A.M. – 1:00 P.M. PT
URL:https://www.iccsafe.org/news-and-events-calendar/performance-based-wind-design-introduction-to-asce-sei-prestandard/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240820T110000
DTEND;TZID=America/Chicago:20240820T133000
DTSTAMP:20260403T131013
CREATED:20240726T202800Z
LAST-MODIFIED:20240726T202800Z
UID:566059-1724151600-1724160600@www.iccsafe.org
SUMMARY:Hand Calculations of a Two Way Post-Tensioned Slab
DESCRIPTION:This web seminar will provide step-by-step hand calculations for the design of a typical two-way flat slab that is commonly used for a multitude of building applications ranging from parking\, hotel\, office\, and podium type structures. The topics of slab thickness\, equivalent loads\, flexural stresses\, flexural strength\, minimum code requirements and punching shear will be addressed. Specific code sections will be discussed in conjunction with construction photographs to highlight the design concepts. \nRegister here. \n11:00 A.M. – 1:30 P.M. PT
URL:https://www.iccsafe.org/news-and-events-calendar/hand-calculations-of-a-two-way-post-tensioned-slab/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240822T110000
DTEND;TZID=America/Chicago:20240822T133000
DTSTAMP:20260403T131013
CREATED:20240726T203023Z
LAST-MODIFIED:20240822T165450Z
UID:566061-1724324400-1724333400@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 A.M. – 1:30 P.M. PT
URL:https://www.iccsafe.org/news-and-events-calendar/a-structural-engineers-primer-for-probabilistic-seismic-hazard-analysis-2/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240822T120000
DTEND;TZID=America/Chicago:20240822T130000
DTSTAMP:20260403T131013
CREATED:20240813T174536Z
LAST-MODIFIED:20240813T174536Z
UID:567280-1724328000-1724331600@www.iccsafe.org
SUMMARY:How to Get Ahead of Code Enforcement Changes and Resident Requests (Learn Live)
DESCRIPTION:In the ever-evolving world of code enforcement\, staying on top of constant regulatory changes and managing a flood of resident requests can feel like a never-ending battle. It�s time to take control and we`ve got your back. Join us for an insightful session where we�ll dive into practical strategies and innovative solutions to help you modernize your processes and regain control. \nRegister here. \n12:00 P.M. – 1:00 P.M. CST
URL:https://www.iccsafe.org/news-and-events-calendar/how-to-get-ahead-of-code-enforcement-changes-and-resident-requests-learn-live/
CATEGORIES:Education Calendar
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240828T110000
DTEND;TZID=America/Chicago:20240828T130000
DTSTAMP:20260403T131013
CREATED:20240726T203223Z
LAST-MODIFIED:20240726T203223Z
UID:566063-1724842800-1724850000@www.iccsafe.org
SUMMARY:PART 1 - Seismic Design Provisions of ASCE 7-22
DESCRIPTION:Part 1: Chapter 11: Seismic Design Criteria\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. \nThis four-part webinar focuses on the seismic design provisions (Chapters 11 through 23) of ASCE 7-22 and will introduce the major changes to attendees\, will explain the changes and discuss their impact. \nPart 1: Chapter 11: Seismic Design Criteria\nPart 2: Chapter 12: Seismic Design Buildings\nPart 3: Chapter 13: Seismic Design of Nonstructural Components\nPart 4: Chapter 14 – 15: Seismic Design of Nonbuilding Structures and Material Specific Requirements \nRegister here. \n11:00 A.M. – 1:00 P.M.
URL:https://www.iccsafe.org/news-and-events-calendar/part-1-seismic-design-provisions-of-asce-7-22/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240905T110000
DTEND;TZID=America/Chicago:20240905T133000
DTSTAMP:20260403T131013
CREATED:20240827T195054Z
LAST-MODIFIED:20240827T195054Z
UID:568431-1725534000-1725543000@www.iccsafe.org
SUMMARY:PART 2 - Seismic Design Provisions of ASCE 7-22
DESCRIPTION:Part 2: Chapter 12: Seismic Design Buildings \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-2-seismic-design-provisions-of-asce-7-22/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240910T110000
DTEND;TZID=America/Chicago:20240910T133000
DTSTAMP:20260403T131013
CREATED:20240827T202340Z
LAST-MODIFIED:20240827T202340Z
UID:568440-1725966000-1725975000@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/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240912T110000
DTEND;TZID=America/Chicago:20240912T133000
DTSTAMP:20260403T131013
CREATED:20240827T202552Z
LAST-MODIFIED:20240827T202552Z
UID:568442-1726138800-1726147800@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/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240917T110000
DTEND;TZID=America/Chicago:20240917T120000
DTSTAMP:20260403T131013
CREATED:20240827T202801Z
LAST-MODIFIED:20240827T202801Z
UID:568444-1726570800-1726574400@www.iccsafe.org
SUMMARY:PART 1 - Design and Detailing of Steel Reinforced Concrete Pile Caps
DESCRIPTION:Part 1 of the series provides an introduction to pile cap design\, including loads\, behavior\, and general detailing requirements. \nRegister here. \n11:00 AM – 12:00 PM PT \n 
URL:https://www.iccsafe.org/news-and-events-calendar/part-1-design-and-detailing-of-steel-reinforced-concrete-pile-caps/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240919T110000
DTEND;TZID=America/Chicago:20240919T120000
DTSTAMP:20260403T131013
CREATED:20240827T203041Z
LAST-MODIFIED:20240827T203041Z
UID:568446-1726743600-1726747200@www.iccsafe.org
SUMMARY:PART 2 - Design and Detailing of Steel Reinforced Concrete Pile Caps
DESCRIPTION:Register here. \n11:00 AM – 12:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-2-design-and-detailing-of-steel-reinforced-concrete-pile-caps/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240926T110000
DTEND;TZID=America/Chicago:20240926T120000
DTSTAMP:20260403T131013
CREATED:20240827T203452Z
LAST-MODIFIED:20240827T203452Z
UID:568448-1727348400-1727352000@www.iccsafe.org
SUMMARY:PART 3 - Design and Detailing of Steel Reinforced Concrete Pile Caps
DESCRIPTION:Part 3 of the series covers design and detailing requirements for pile caps subjected to combined vertical and lateral loads. Also included are design examples illustrating the proper application of the design and detailing requirements. \nRegister here. \n11:00 AM – 12:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-3-design-and-detailing-of-steel-reinforced-concrete-pile-caps/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20241001T110000
DTEND;TZID=America/Chicago:20241001T133000
DTSTAMP:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
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:20260403T131013
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/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
END:VCALENDAR