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DTSTART;TZID=America/New_York:20210513T120000
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SUMMARY:An ESWP Program Committee Webinar: Shell Cracker Plant
DESCRIPTION:Join us for a webinar on the Shell Cracker Plant presented by Arthur Bailey\n\nProject Overview of Shell Pennsylvania Chemicals (construction project) and Shell Polymers Monaca (operational site.)\nGovernor Tom Wolf has called Shell’s project in Beaver County “the largest private sector investment in Pennsylvania since World War II.”\nOverview of the Shell facility in Monaca\, discussing both the ongoing construction processes and how the facility will operate and the products it will produce\n\n 
URL:https://eswp.com/event/shell-cracker-plant/
LOCATION:Virtual Event
CATEGORIES:ESWP Program Committee
ORGANIZER;CN="ESWP":MAILTO:eswp@eswp.com
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DTSTART;TZID=America/New_York:20210517T120000
DTEND;TZID=America/New_York:20210517T130000
DTSTAMP:20260418T081734
CREATED:20210325T141127Z
LAST-MODIFIED:20210521T125552Z
UID:10000115-1621252800-1621256400@eswp.com
SUMMARY:An ESWP Program Committee Webinar: CSVT Bridge
DESCRIPTION:CSVT Bridge: Design and Construction Challenges\nThe CSVT River Bridge is a key component to a new 13-mile stretch of highway near Selinsgrove and Northumberland\, Pennsylvania. The bridge is a six-lane\, 15-span\, 7/8-mile-long multi-girder structure comprised of three independent 5-span steel superstructure units. The eight 9′-6″-deep steel plate girders are spaced at 12′-3″ and reach a maximum span length of 350′.\nThe bridge substructure consists of hammerhead piers on either spread footings or drilled caisson foundations. Ranging from 70′ to 180′ above the footings\, the pier heights vary along the length of the bridge. The height of the piers and the proposed pier stem cross-section places the piers outside AASHTO slenderness limits\, which required advanced analyses of second-order effects in lieu of the typical approximate method used for estimating second-order effects. \nThis presentation covers the challenges of designing and optimizing long span steel multi-girders\, lateral bracing\, diaphragms\, and slender piers\, as well as the consideration of substructure system interaction. Construction challenges and issues will be discussed as well. \nPresenters are: \nJason DeFlitch\, PE\, SAI Consulting Engineers\, Inc.\nMatthew T. Stahl\, PE\, Trumbull Corporation\nAhmad K. Ahmadi\, PhD\, PE\, SAI Consulting Engineers\, Inc.
URL:https://eswp.com/event/csvt/
LOCATION:Virtual Event
CATEGORIES:ESWP Program Committee
ORGANIZER;CN="ESWP":MAILTO:eswp@eswp.com
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