aisc rcsc specification

2020 RCSC Specification for Structural Joints Using High

installed in accordance with the following as per the AISC RCSC 2020 structural bolting specification AISC A348 20 Since the Specification for Structural Joints Using High Strength Bolts does not include metric information additional tables are provided when working with metric fasteners Pre Installation Verification Testing Three DuraSquirt DTI bolting assemblies shall AISC Specifications for Structural Joints Using ASTM A325 A490 Bolts 6000 STEEL 6100 amp 6130 Design Data Principles and Tools 6200 6140 Codes and Standards 6200 Material 6300 6310 Members and Components 6320 Connections Joints and Details 6330 Frames and Assembles 6400 6410 AISC Specifications for Structural Joints 6420 AISC 303 CdCode of St d dStandard PtiPractice 6430 RCSC s Specification for Structural Joints Using ASTM A325 or A490 Bolts 2000 is a widely used specification which discusses joints fasteners limit states installation 6 and inspections BMA Engineering Inc – 6000 Structural Bolting During 01 08 2014 nbsp 0183 32 Supersedes the December 31 2009 Specification for Structural Joints Using High Strength Bolts Prepared by RCSC Committee A 1 Specifications and approved by the Research Council on Structural Connections www boltcouncil org RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS c o AISC One East Wacker Drive Suite 700 Chicago Prepared by RCSC Committee 15 Specifications and approved by the Research Council on Structural Connections RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS www boltcouncil org c o American Institute of Steel Construction Inc One East Wacker Drive Suite 3100 Chicago Illinois 60601 2001 Specification for Structural Joints Using ASTM A325

Specification for implementing DuraSquirt DTIs in accordance with AISC

RCSC Specification AISC LRFD Specification Section J1 11 and AISC Seismic Provisions Section I 7 2a for example Joints subject to significant load reversal application of near full or full load in one direction fol lowed by near full or full load in the other direction as is charac teristic of seismic loads but not wind loads 24 02 2021 nbsp 0183 32 The Research Council on Structural Connections RCSC published a new revision to the Specification for Structural Joints Using High Strength Bolts on June 11 2020 which has also been adopted for the design and construction of structural steel buildings ANSI AISC 360 by the American Institute of Steel Construction AISC This is a widely used specification INTRODUCING THE 2020 RCSC SPECIFICATION 2021 FTI www fastenertraining org 562 473 5373 info fastenertraining org SUSTAINING SPONSOR Co produced by MEET THE INSTRUCTORS Chad Larson President of LeJeune Bolt and Chair of the RCSC Task Group on Installation DETAILS Register bit ly ifieduwebinar Wednesday April 28 12 – 2 p m ET 11 Based upon the 2014 edition of the RCSC Specification for Structural Joints using High Strength Bolts and the 2016 edition of the AISC Specification for Structural Steel Buildings with references to the prior 2009 RCSC and 2010 AISC Specifications A must for fabricators and erectors ironworkers and fitters inspectors engineers and detailers 4″ by 8″ pocket sized Specification for Structural Joints sing igh Strength Bolts 11 22 PREFACE The purpose of the Research Council on Structural Connections RCSC is 1 To stimulate and support such investigation as may be deemed necessary and valu able to determine the suitability strength and behavior of various types of structural connections

Revised RCSC Specification Simplified Clarified and Improved AISC

AISC RCSC describes the effort as the full effort of an ironworker or a few impacts of an impact wrench section 8 1 until the nut cannot removed by hand An attempt at manual nut removal is the only requirement for inspection section 9 1 There is no pretension requirement for a snugged joint Per AISC s Specification for Structural Steel Buildings 360 Section J3 ANSI AISC 360 10 Specification for Structural Steel Buildings pdf ANSI AISC 360 10 Specification for Structural Steel Buildings pdf Open Extract Open with Sign In Details Comments General Info The Research Council on Structural Connections RCSC prepares specifications and documents related to structuralconnections RCSC s Specification for Structural Joints Using ASTM A325 or A490 Bolts 2000 is a widely used specification which discusses joints fasteners limit states installation and inspections Structural Bolting 3 During hoisting Specification for Structural Joints Using High Strength Bolts December 31 2009 Supersedes the June 30 2004 Specification for Structural Joints Using ASTM A325 or A490 Bolts Prepared by RCSC Committee A 1 Specifications and approved by the Research Council on Structural Connections www boltcouncil org RESEARCH COUNCIL ON STRUCTURAL RCSC Specification for Structural Joints Using High Strength Bolts 2014

Specification for Structural Joints Using High Strength

This specification covers the design of bolted joints and the installation and inspection of fastener assemblies in structural steel connections The document is maintained by the Research Council on Structural Connections RCSC with the participation of AISC Publication Date 2020 RCSC Specification for Structural Joints Using High Strength Bolts 201423 08 2014 nbsp 0183 32 In cases such as this it is best to use the AISC Specification equation since the AISC Specification is the document legally adopted by the building code by IBC 2012 for example The RCSC Specification is not part of the building code but rather provides much of the basis for the bolt related provisions in Chapter J of the AISC Specification Specification for Structural Joints Using ASTM A325 or A490 Bolts June 30 2004 Supersedes the June 23 2000Specification for Structural Joints Using ASTM A325 or A490 Bolts Prepared by RCSC Committee A 1 Specifications and approved by the Research Council on Structural Connections RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS www boltcouncil orgSupersedes the June 30 2004 Specification for Structural Joints Using ASTM A325 or A490 Bolts Prepared by RCSC Committee A 1 Specifications and approved by the Research Council on Structural Connections www boltcouncil org RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS c o AISC One East Wacker Drive Suite 700 Chicago Illinois 60601