Prying action
Prying action
(OP)
Does a second line of bolts (a second Gage) help for prying action on a "T" or single angle hanger, or is prying checked on the first bolt only?
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RE: Prying action
RE: Prying action
RE: Prying action
RE: Prying action
RE: Prying action
How much can prying affect a second row of bolts, unless it has literally started to fail the first row of bolts? Worry about the bolts nearest the load application. If the plate were thick enough (stiff enough) you might start to get prying action which was proportional to the plate thickness and the distances from the load, i.e. the plate deflection under these loads. This leads to an additional stretch and bending action under the head of the bolt.
RE: Prying action
Analysis and Design of arbitrary cross sections
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Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: Prying action
Thanks you for all your replies.
Suppose I am doing a clip angle connection for beam & column junction. Beam is connected with column web or flange & clip angle is having two bolts in vertical row for connection to column flange or web. In this condition bolt in second row will experience additional tension due to prying or not ?
If any one is having literature on this please upload.
Thanks & Regards,
Nitin