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Re: Tension capacity for insert plate (Embedment)

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Amit,
It is a whole book. Suggest you try a university library.
Gary

On 27 Feb 2006 at 14:31, amit bhatt wrote:

> Gary 
>   Thanks for your reply . It is not just cost but I want to prove my design to client. Actually it becomes very complicated when more than 2 columns . 
>    
>   Can you please give me Roarks formula ? If you have soft copy please send it to me.
>    
>   Regards
>    
>   Amit
> 
> Gary Hodgson & Associates <ghodgson(--nospam--at)bellnet.ca> wrote:
>   Amit,
> I suggest you refer to Roark's Formulae for Stress &
> Strain for a start. Be sure to over-design it as the
> cost of the material is peanuts in such an application.
> Gary
> 
> 
> On 26 Feb 2006 at 7:52, amit bhatt wrote:
> 
> > Dear All
> > 
> > I am designing Insert Plate and calculating generalized tension capacity ( It can support spring , steel member or pipe etc i.e. plate width can be more than member connected ) for different plate size and number of lugs. For design I used ACI 349 and I could design lugs for tension and conceret against cone failure.
> > 
> > Now how to design Insert plate for bending i.e. checking plate thickness for bending stress ? I would like to get your help on this issue .
> > 
> > I am considering plate supported at corners and subjected to point load at center.
> > 1 Do you agree that this will be most critical condition i.e. maximum moment ?
> > 2 How to calculate moment at center for such boundary condition ? Please give me some reference ?
> > 3 If I approximate IP behavior and take it will bend from center and moment calculated at center ( Tension on lug * lug dist. from center ) and full width of plate will resist it and calculate thickness required . Do you agree with this approximation ? 
> > Considering full width for resisting bending is ok for above assumed behavior ? 
> > 
> > Please reply this email.
> > 
> > With Best Regards
> > 
> > Amit
> > 
> > 
> > 
> > ---------------------------------
> > Jiyo cricket on Yahoo! India cricket
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> 
> 
> 
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