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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240806T110000
DTEND;TZID=America/Chicago:20240806T120000
DTSTAMP:20260704T120353
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
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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20240814T110000
DTEND;TZID=America/Chicago:20240814T130000
DTSTAMP:20260704T120353
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:20260704T120353
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:20260704T120353
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:20260704T120353
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:20260704T120353
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
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