Steel I-beam to Concrete Column Connection using A307 Bolts 2

[SatoshiNakamoto09]

Where can i get references about the minimum embeddment length required for A307 Bolts to connect Steel Beam to Concrete Column?

 

[Lomarandil]

I'd take a look at ACIs provisions for anchorage (the old "Appendix D") and headed anchors, for a start.

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just call me Lo.

 

[KootK]

ASIC's Design Guide #1 is also a good resource, particularly for more "rule of thumb" advice. Then, if your loads are anything but nominal, I'd back that up wit the ACI anchorage checks that Lomarandil mentioned.

 

[jimstructures]

Lomarandil or others;

Could you expand on your answer. Particularly on "Old" vs "New" (my add) Appendix D sections and on any sources that you feel explain these requirements well.

Jim

 

[KootK]

Particularly on "Old" vs "New"

Old = provisions used to reside in Appendix D of ACI 318 in older version.

New = provisions reside in body of ACI 318 in latest versions.

...and on any sources that you feel explain these requirements well.

Depends on how deep of a dive you want.

Shallow End: see attached Structuremag article.

Keeping up with the Jones': I'd just go straight to checking out Chapter 17 of ACI 318-14.

Mariannas Trench: Eligehausen. Pretty much the source material upon which AppD was developed.