Steel Shear Strength and Pull-Out Load

Do you know the type/manufacturer of the anchor?

Or is it a "custom" J-bolt?

For example if you know it is a Hilti Kwik-bolt you may the info here:

http://www.us.hilti.com/data/techlib/docs/Product_Technical_Guide/Anchoring_Systems/4.3.4_KB-TZ_Expansion_Anchor(316-327).pdf

or any other Hilti anchor:

http://www.us.hilti.com/holus/modules/techlib/teli_results.jsp?type=Product_Technical_Guide&subtype=Anchoring_Systems

You can use the Shear Strength to be equal to 45% of the Allowable Tensile Strength of the bolt material.

Allowable Pull Out loads depend on the anchoring system typically more than the bolts. You should look up the manufacturers recommendations.

.....and on the concrete strength, depth of embedment and other details. 200mm is probably overall length, not embedment depth. Is it cast in (J-type or similar) or drilled hole? If drilled hole is it expansion or chemical type?

Codey