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Standard DTI FAQs

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What changes occurred between the 1994 and the 2000 Research Council on Structural Connections specification?

Research Council on Structural ConnectionsLoad & Resistance Factor Design "Specification for Structural Joints Using ASTM A325 or A490 Bolts"

Summary of Changes Between the 1994 and 2000 Versions As Applied to Bolting Provisions

Date Issue Involved Intended Result Enforcement Specified
1994 Snug Tight Connections Indeterminate Bolt Tension Very Loose - A Peened Nut is Sufficient Proof
2000 Snug Tight Connections Indeterminate Bolt Tension,But Not Zero None. Cannot be Just Hand Tight Though. Compacted Plies Mandatory.
1994 Pre-tensioned Shear/Bearing Connections Full Bolt Tension Bolt Tension Inspection Only if Specified by Eng. of Record
2000 Pre-tensioned Shear/Bearing Connections Full Bolt Tension Inspection Mandatory of Bolt Tension in All Situations
1994 Slip Critical Connections Full Bolt Tension Inspection Mandatory of Bolt Tension and Faying Surface Condition
2000 Slip Critical Connections Full Bolt Tension Inspection Mandatory of Bolt Tension and Faying Surface Condition - no change
1994 Tension Connections Full Bolt Tension Inspection Mandatory of Bolt Tension and Faying Surface Condition
2000 Tension Connections Full Bolt Tension Only Bolt Tension Inspection Mandatory, not Faying Surface Inspection
1994 Bolt Tightening Delay Time One Shift Max, All Methods Or What? No Penalty Incurred.
2000 Bolt Tightening Delay Time none; Except fasteners removed from the work must be calibrated Or What? Mandatory Re-qualification of Tightening Method for Entire Bolt Lot
1994 Pre-Installation Skidmore Test On Slip Critical or Tension Connections Only Demonstrate Bolt Assembly Can Achieve 1.05 Times Minimum Preload At Least
2000 Pre-Installation Skidmore Test On Pre-tensioned Shear/Bearing and Slip Critical Connections Demonstrate Bolt Assembly Can Achieve 1.05 Times Minimum Preload At Least



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