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Up Topic Welding Industry / Inspection & Qualification / A490 , A325 Bolts
- - By strat (**) Date 02-17-2008 03:40
I wasn't sure which post to ask this question in so if this is not the right one bare with me.

Could someone please explain the process or procedure for A490 and A325 bolts tightened by the turn-of-the-nut method , and slip critical connections and also snug tight condition.

Thanks
Parent - - By Joey (***) Date 02-18-2008 06:46
Strat,

a. Turn of the nut method.

The bolts are brought to a snug tight condition and then they are given from 1/3 to 1 full turn depending on their lenght and the slope of the surfaces under their head and nuts. We normally controlled by marking the snug tight condition with crayon.

b.  Slip Resistant Connection

When high strength bolts are fully tensioned, the contractor will clamped the parts being connected tightly together. The result is a considerable resistance to slipping on the faying surface.

c. Snug tight

Means tightness obtained by the full effort of a man with a spud wrench.
As a QC inspector, I have experienced many arguments with the client on this snug tight procedure, some of my client representative as big as Hulk Hogan will say tightness is not enough....and then, will ask you to retighten all the bolt connections.  Anyway, snug-tight bolts must be clearly identified on both design and erection drawings.

That's all I know.

Regards
Joey
Parent - - By swnorris (****) Date 02-18-2008 11:29
Strat,

Try this link to the Specification for Structural Joints Using ASTM A325 or A490 Bolts.  It's published by the Research Council on Structural Connections (referred to as the RCSC Manual):

http://www.boltcouncil.org/files/2004RCSCSpecification.pdf

and refer to these sections:

Section 4 Joint Type
Section 6 Use of Washers
Section 7 Pre-Installation Verification
Section 8 Installation
Section 9 Inspection
Parent - - By James Corbin (**) Date 02-18-2008 15:23 Edited 02-18-2008 16:03
Also keep in mind RCSC 2.2 if the bolts dry out, are dirty, and or rusty the tightening of these bolts will be more difficult. The inspected of snug condition only verifies the plies (faying surfaces) are in contact with no regard to bolt tightness. (RCSC 9.1) As the lubricity of the bolts decreases the amount of Torque to reach the snug tight and pretension conditions will increase. This is also why a load cell (skidmore) is used to verify installation procedures along with bolt lube condition.

When the snug condition (wrench tight as the others have stated) is reached the faying surfaces should be in contact. If you have warped surfaces and a quick wrench snug is not possible you will over-tighten the bolt relative to snug torque to get the plies in contact.  When this happens the Turn of the Nut procedure (turning the bolt another 1/3 turn or more - see Table 8.2) will over-tighten the bolt assembly maybe even break the bolt before the required turn is made. The bolt tightening sequence will help with this over-snug bolt condition (Attached is a Torque/Lube vs Tension spread sheet noting A490 ¾ inch bolts. This is not used for installation but for reference on what can be expected during installation)

The condition of the faying surfaces (beyond clean i.e. no dirt) is only an issue if Slip Critical is specified. You will need to know which surface class was required in the contract documents. (RCSC 5.4.1)
Class A - Uncoated (conditions)
Class B - Coated (prep & slip coefficient issues)
Class C - Galvanized (preparing a galvanized surface)
Attachment: BoltTightening.75A490.pdf (47k)
Parent - By ziggy (**) Date 02-19-2008 00:44
James' disclaimer on the torque/lube vs. tension chart is well taken.

Just an additional word of caution when referring to tables that claim to relate torque to pretension without verification: If the contract specifies the RCSC A325 / A490 bolt specification, then such charts cannot be used. (RCSC 8.2.2 - first paragraph) The commentary in the RCSC 2004 edition offers more insight into the reasons for such a restriction.

Such tables are interesting, but they can be easily absorbed into the contractor's and/or inspector's bolting procedures and cause quite a bit of consternation when the torque values have not been verified as specified in the RCSC.
Parent - - By HgTX (***) Date 02-18-2008 18:35
There's no external clamping involved with slip-resistant connection.  A slip-critical connection is a subcase of a pretensioned connection.  Both involve tightening the bolt to some specified level of tension; slip-critical means you're also concerned about the condition of the faying surfaces (the surfaces that are facing each other in the connection).  It means that you're not relying on the bolt acting in shear (like a dowel) to keep the two plates from slipping past each other; instead you're relying purely on the clamping force applied by the bolt.  A fully tensioned bolt and a well-prepared surface will do this very well, and there is no concern about the bolt or nut "working loose", as the same clamping force keeping the plates together is also keeping the bolt head and the nut against the plate and against the threads.

"Turn of the nut" is one means among several of getting the required tension; because of the pitch of the threads, a certain number of turns means a certain lengthening of the shaft (if the threads are 8 per inch, then half a turn means 1/16" if I'm doing my math right), which in turn means a certain tension, because the steel bolt acts like a spring--tension is proportional to how much you stretched it.  Others methods are direct-tension indicators (bumpy washers), twist-off bolts, and calibrated torque wrenches.  Torque-tension relationships are not the most reliable and you have to be very careful with the condition of your bolts and the calibration of your wrench.

Snug tight is what it sounds like.  The Bolt Spec (RCSC specification referenced elsewhere in this thread) says, "The snug-tightened condition is the tightness that is attained with a few impacts of an impact wrench or the full effort of an ironworker using an ordinary spud wrench to bring the plies into firm contact." 

That's a simple and understandable definition, but still kind of vague, given that ironworkers come in different sizes and strengths.  If you don't start from a true snug-tight condition before you do your turn-of-the-nut, you won't get the full tension you need.  The pre-installation verification procedure for pre-tensioned and slip-critical joints serves in part to calibrate the work crew to make sure that they're really getting the tension they're supposed to be getting, which, if the turn-of-the-nut part was done right, really means a verification that they're starting from the right notion of snug-tight.

Hg
Parent - By strat (**) Date 02-20-2008 01:41
Thanks for the info everyone

very informational

strat
Up Topic Welding Industry / Inspection & Qualification / A490 , A325 Bolts

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