BEGIN:VCALENDAR VERSION:2.0 PRODID:-//ICC - ECPv6.15.17//NONSGML v1.0//EN CALSCALE:GREGORIAN METHOD:PUBLISH X-ORIGINAL-URL:https://www.iccsafe.org X-WR-CALDESC:Events for ICC REFRESH-INTERVAL;VALUE=DURATION:PT1H X-Robots-Tag:noindex X-PUBLISHED-TTL:PT1H BEGIN:VTIMEZONE TZID:America/New_York BEGIN:DAYLIGHT TZOFFSETFROM:-0500 TZOFFSETTO:-0400 TZNAME:EDT DTSTART:20230312T070000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0400 TZOFFSETTO:-0500 TZNAME:EST DTSTART:20231105T060000 END:STANDARD BEGIN:DAYLIGHT TZOFFSETFROM:-0500 TZOFFSETTO:-0400 TZNAME:EDT DTSTART:20240310T070000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0400 TZOFFSETTO:-0500 TZNAME:EST DTSTART:20241103T060000 END:STANDARD BEGIN:DAYLIGHT TZOFFSETFROM:-0500 TZOFFSETTO:-0400 TZNAME:EDT DTSTART:20250309T070000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0400 TZOFFSETTO:-0500 TZNAME:EST DTSTART:20251102T060000 END:STANDARD END:VTIMEZONE BEGIN:VTIMEZONE TZID:America/Chicago BEGIN:DAYLIGHT TZOFFSETFROM:-0600 TZOFFSETTO:-0500 TZNAME:CDT DTSTART:20230312T080000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0500 TZOFFSETTO:-0600 TZNAME:CST DTSTART:20231105T070000 END:STANDARD BEGIN:DAYLIGHT TZOFFSETFROM:-0600 TZOFFSETTO:-0500 TZNAME:CDT DTSTART:20240310T080000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0500 TZOFFSETTO:-0600 TZNAME:CST DTSTART:20241103T070000 END:STANDARD BEGIN:DAYLIGHT TZOFFSETFROM:-0600 TZOFFSETTO:-0500 TZNAME:CDT DTSTART:20250309T080000 END:DAYLIGHT BEGIN:STANDARD TZOFFSETFROM:-0500 TZOFFSETTO:-0600 TZNAME:CST DTSTART:20251102T070000 END:STANDARD END:VTIMEZONE BEGIN:VEVENT DTSTART;TZID=America/New_York:20240523T153000 DTEND;TZID=America/New_York:20240523T170000 DTSTAMP:20260403T145253 CREATED:20240517T184144Z LAST-MODIFIED:20240517T184144Z UID:561382-1716478200-1716483600@www.iccsafe.org SUMMARY:BMC Governing Committee meeting DESCRIPTION:The ICC BMC Governing Committee will meet on this day and time. \nClick here to view the agenda. \nClick here to join the Teams Meeting. URL:https://www.iccsafe.org/news-and-events-calendar/bmc-governing-committee-meeting-4/ CATEGORIES:Building Safety Month Calendar,Education Calendar,Membership Councils ORGANIZER;CN="Bill Nash":MAILTO:wnash@iccsafe.org END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240528T110000 DTEND;TZID=America/Chicago:20240528T130000 DTSTAMP:20260403T145253 CREATED:20240315T222659Z LAST-MODIFIED:20240315T222659Z UID:557673-1716894000-1716901200@www.iccsafe.org SUMMARY:Performance-Based Earthquake Engineering DESCRIPTION:Performance-based earthquake engineering (PBEE) in United States has had humble beginnings but has made huge strides over the past couple of decades. A majority of tall buildings in western United States are currently being designed using PBEE principles rather than prescriptive code procedures. Successful further development of PBEE requires close collaboration between researchers and practicing engineers. Currently PBEE is undergoing a very important transition from its first generation of methodologies to a new and fully probabilistic approach. For such a transition to be successful a number of research needs and practical requirements must be addressed in a timely and cooperative manner. These needs vary from meaningful definition of desired performance objectives\, consequences of not meeting these objectives\, dependable characterization of system and component level fragility specifications\, meaningful representation of earthquake ground motions\, improved understanding of the performance of structure and its contents\, soil-foundation-structure interaction\, and bridging the gap between and advancing both experimental research and our analytical capabilities. This presentation will briefly discuss these issues and provide examples of problems and solutions that the speaker has encountered in dealing with these needs. The provisions of the newly released LATBSDC Guidelines (scheduled for release on May 15\, 2020) will be also discussed. \nRegister here. \n11:00 a.m. – 1:00 p.m. PT URL:https://www.iccsafe.org/news-and-events-calendar/performance-based-earthquake-engineering/ CATEGORIES:Education Calendar ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/New_York:20240528T150000 DTEND;TZID=America/New_York:20240528T160000 DTSTAMP:20260403T145253 CREATED:20240517T185432Z LAST-MODIFIED:20240517T185432Z UID:561387-1716908400-1716912000@www.iccsafe.org SUMMARY:Membership Council Steering Committee meeting DESCRIPTION:The ICC Membership Council Steering Committee will meet on this day/time/ \nClick here to view the May 28\, 2024 meeting agenda \nClick here to join the Teams Meeting. URL:https://www.iccsafe.org/news-and-events-calendar/membership-council-steering-committee-meeting/ CATEGORIES:Building Safety Month Calendar,Education Calendar,Membership Councils ORGANIZER;CN="Bill Nash":MAILTO:wnash@iccsafe.org END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240605T110000 DTEND;TZID=America/Chicago:20240605T130000 DTSTAMP:20260403T145253 CREATED:20240315T222904Z LAST-MODIFIED:20240315T222904Z UID:557675-1717585200-1717592400@www.iccsafe.org SUMMARY:What Can Structural Engineers Do to Address the Problem of Floor Vibrations? DESCRIPTION:Floor vibrations are becoming an increasingly important design challenge as more buildings are constructed (or remodeled) to contain vibration-sensitive occupancies. Some examples are fitness gyms\, dance floors\, biotech research facilities\, micro- and nano-scale manufacturing facilities\, medical occupancies (such as MRI\, CAT scan\, and micro-surgery suites)\, and data centers. In addition\, building owners and tenants have developed a heightened awareness of\, and lower tolerance for\, floor vibrations that can be felt by humans. Thus\, as structural engineers\, we are now frequently called upon to design\, or renovate\, buildings to meet specific floor vibration criteria. This presentation provides an overview of what is common practice for limiting floor vibrations. The following topics will be addressed during the web seminar: \nCode Requirements: Does 2015 IBC Section 1604.3 help with floor vibrations?\nWho uses ASCE 7-10 Appendix C (Serviceability Considerations)?\nStructural vibration criteria\nEquipment and methods used to make field measurements of structural vibrations\, particularly floor vibrations\nGeneral approaches for vibration design (or evaluation) of floor systems\, including practical limitations of some existing analytical methods \nRegister here. \n11:00 a.m. – 1:00 p.m. URL:https://www.iccsafe.org/news-and-events-calendar/what-can-structural-engineers-do-to-address-the-problem-of-floor-vibrations/ CATEGORIES:Education Calendar ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240611T110000 DTEND;TZID=America/Chicago:20240611T130000 DTSTAMP:20260403T145253 CREATED:20240528T171528Z LAST-MODIFIED:20240528T171528Z UID:562006-1718103600-1718110800@www.iccsafe.org SUMMARY:Understanding the Principles and Procedures Behind ASCE 41 DESCRIPTION:The Standard for seismic retrofit and evaluation of existing buildings\, ASCE/SEI 41\, is required for the evaluation of all federal buildings as well as seismically vulnerable buildings targeted by some recently passed California ordinances. Although the Standard appears foreign to some design professionals used to the prescriptive force-based procedures developed for new building design\, ASCE 41 provides clarification for many questions a design professional is confronted with in evaluating existing non-ductile buildings. This presentation highlights important issues with existing building evaluation not appropriately addressed by new building code. It then steps through the principles of using the ASCE 41 procedures and provides context for the various analysis sections. \n11:00 a.m. – 1:00 p.m. PT \nLearn more and register here. URL:https://www.iccsafe.org/news-and-events-calendar/understanding-the-principles-and-procedures-behind-asce-41-2/ CATEGORIES:Education Calendar ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240613T120000 DTEND;TZID=America/Chicago:20240613T143000 DTSTAMP:20260403T145253 CREATED:20240528T171811Z LAST-MODIFIED:20240528T171811Z UID:562008-1718280000-1718289000@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. \n12:00 p.m. – 2:30 p.m. PT \nLearn more and register here. URL:https://www.iccsafe.org/news-and-events-calendar/a-structural-engineers-primer-for-probabilistic-seismic-hazard-analysis/ CATEGORIES:Education Calendar ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240619T110000 DTEND;TZID=America/Chicago:20240619T123000 DTSTAMP:20260403T145253 CREATED:20240528T172027Z LAST-MODIFIED:20240528T172027Z UID:562010-1718794800-1718800200@www.iccsafe.org SUMMARY:Welding in Reinforced Concrete Construction DESCRIPTION:While much less common than in structural steel\, welding has many applications for steel reinforcement in cast-in-place and precast concrete construction. This webinar will cover welding of steel reinforcement in new and existing concrete construction\, provide background on welding process requirements and the development of a PQR (Procedure Qualification Record) and WPS (Welding Procedure Specification)\, discuss design related requirements in ACI 318 and AWS D1.4\, and address construction and special inspection requirements of the IBC. \n11:00 a.m. – 12:30 p.m. PT \nLearn more and register here. URL:https://www.iccsafe.org/news-and-events-calendar/welding-in-reinforced-concrete-construction/ CATEGORIES:Education Calendar ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com END:VEVENT BEGIN:VEVENT DTSTART;TZID=America/Chicago:20240625T110000 DTEND;TZID=America/Chicago:20240625T120000 DTSTAMP:20260403T145253 CREATED:20240528T172302Z LAST-MODIFIED:20240528T172302Z UID:562012-1719313200-1719316800@www.iccsafe.org SUMMARY:PART 1 – Design and Detailing Reinforced Concrete Diaphragms DESCRIPTION:Part 1 in this webinar series presents methods on how to determine the required thickness of a diaphragm based on serviceability and strength (in-plane and out-of-plane) requirements. Also presented are step-by-step procedures on how to determine in-plane diaphragm forces due to wind\, general structural integrity\, seismic\, soil\, transfer\, anchorage\, and connection forces based on the requirements of ASCE/SEI 7-22. Methods on how to determine collector design forces for buildings assigned to SDC C through F are also provided. \n11:00 a.m. – 12:00 p.m. PT \nLearn more and register here. URL:https://www.iccsafe.org/news-and-events-calendar/part-1-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:20240627T110000 DTEND;TZID=America/Chicago:20240627T120000 DTSTAMP:20260403T145253 CREATED:20240529T171714Z LAST-MODIFIED:20240529T171714Z UID:562088-1719486000-1719489600@www.iccsafe.org SUMMARY:PART 2 – Design and Detailing Reinforced Concrete Diaphragms DESCRIPTION:Multi Part Series on Design and Detailing Reinforced Concrete Diaphragms \n11:00 a.m. – 12:00 p.m. PT \nLearn more and register here. URL:https://www.iccsafe.org/news-and-events-calendar/part-2-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:20240702T110000 DTEND;TZID=America/Chicago:20240702T120000 DTSTAMP:20260403T145253 CREATED:20240625T183448Z LAST-MODIFIED:20240625T202939Z UID:564362-1719918000-1719921600@www.iccsafe.org SUMMARY:PART 3 - Design and Detailing Reinforced Concrete Diaphragms DESCRIPTION:Part 3 in this webinar series presents comprehensive information on how to determine and detail the required reinforcement for diaphragms and collectors in accordance with ACI 318-19 and ASCE/SEI 7-22 for buildings assigned to SDC A through F. Step-by-step methods are provided on the following types of reinforcement for two common types of construction: (1) chord reinforcement\, (2) diaphragm shear reinforcement\, (3) shear transfer reinforcement between the diaphragm and the vertical elements of the LFRS\, (4) shear transfer reinforcement between the diaphragm and collectors\, (5) anchorage reinforcement\, and (6) collector reinforcement. Guidelines and recommendations for economical detailing are provided along with a comprehensive summary of design and detailing requirements. \nRegister here. \n11:00 A.M. – 12:00 P.M. PST URL:https://www.iccsafe.org/news-and-events-calendar/part-3-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:20240709T110000 DTEND;TZID=America/Chicago:20240709T120000 DTSTAMP:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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:20260403T145253 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 END:VCALENDAR