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X-WR-CALDESC:Events for SESOC
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DTSTART;TZID=Pacific/Auckland:20190403T173000
DTEND;TZID=Pacific/Auckland:20190403T200000
DTSTAMP:20260423T155508
CREATED:20190319T031738Z
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UID:3066-1554312600-1554321600@www.sesoc.org.nz
SUMMARY:ESE Auckland - Case Example in Reinforced Concrete Design – Complex Components
DESCRIPTION:SESOC Emerging Structural Engineers Network invite you to the above presentation being delivered in Auckland in April. \nWednesday 3 April 2019\nUniversity of Auckland – Faculty of Science\, 302-G20\nNetworking from 5.30pm\, Presentation from 6pm followed by food and drinks \nPresented By Andrew Thompson – Technical Director at Holmes Consulting. \n\n\n\nPlease RSVP\n\n\n\n\n\n\n\n\n\n\nThis event will use a case example to showcase a range of interacting behaviours\, design considerations and staging issues in concrete component design – illustrating a few of the key skills expected of a competent design engineer in reinforced concrete design. \nThe case example used will be the design of a series of conventional (non post- tensioned) reinforced concrete transfer beams in the Commercial Bay development. The transfer beams span over the CRL tunnel\, and are used to support basement structure and columns from parts of both steel framed and concrete framed buildings above\, which form part of the low rise retail component of the development. Whilst the example chosen may be a seemingly innocuous part of a project which delivered numerous greater challenges elsewhere\, it is a convenient way to step through a few different aspects of reinforced concrete design. This includes: \n\nWhat are “deep beams”?\nConventional plane sections bending/shear theory\, versus strut and tie\nSeismic design actions (including SESOC guidance recommendations)\nComposite sections (for unpropped construction)\nCalculation of deflection\nConsideration of shrinkage and creep\nStaged construction considerations (and how these considerations differ in concrete and steel construction)\nPour sequencing and pour methodology for flatness and levelness\nManagement of sensitivity/uncertainty\nCrack control from applied loads\nEarly age and thermal cracking in concrete\nRoles and responsibilities in design and construction\, and communication\n\nOpportunities will be taken where possible to touch on some of the wider applications of the above considerations (beyond the case example)\, and the literature/methods available to tackle them. It is hoped that attendees will leave with an enhanced awareness of potential considerations required in areas of reinforced concrete design\, other than seismic.
URL:https://www.sesoc.org.nz/event/ese-auckland-case-example-in-reinforced-concrete-design-complex-components
LOCATION:302-G20\, Faculty of Science\, The University of Auckland\, 23 Symonds Street\, Auckland\, 1010\, New Zealand
CATEGORIES:Auckland,Emerging Structural Engineer
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