Some Recent Problems in Applying ACI 318 Code …

some Recent Problems in some Recent Problems in Applying aci 318 Deflection Applying aci 318 Deflection CriteriaCriteriaByByKen BondyKen BondyACI Fall Convention San Francisco, October 2004 Flexural Deflection in aci 318 Flexural Deflection in aci 318 --0202 Controlled in Section Controlled in Section oneprestressed one--way constructionway construction prestressed twoNon prestressed two--way constructionway construction prestressed concrete constructionAll prestressed concrete construction constructionComposite constructionMany comments apply to all four comments apply to all four discussion will focus on Section discussion will focus on Section TwoTwo--way slabs without interior beamsway slabs without interior beamsTwoTwo--Way Slabs w/o Interior BeamsWay Slabs w/o Interior BeamsAddressed in Sections Addressed in Sections , , and Section :: The thickness of slabs without interior The thickness of slabs without interior beams spanning between the supports beams spanning between the supports on all sides shall satisfy the requirements on all sides shall satisfy the requirements of of NOTE!

Flexural Deflection in ACI 318-02 Controlled in Section 9.5 – 9.5.2 Non-prestressed one-way construction – 9.5.3 Non prestressed two-way construction – 9.5.4 All prestressed concrete construction – 9.5.5 Composite construction Many comments apply to all four sections. This discussion will focus on Section 9.5.3

Loading..

Tags:

  Center, Problem, Applying, Some, Aci 318, Some recent problems in applying aci 318

Information

Related search queries