DuraSquirt DTI positioned per Figure C 8 1 b and AISC RCSC section 6 2 5 2 Tighten each bolting assembly until the DuraSquirt DTI displays indication media beyond the outer diameter in all bump locations known as complete indication 3 Record the achieved tensions compared to AISC RCSC Table 7 1 4 Applied Live loadsApplied Live loads 36133DesignLoadsforDecksDeck3 6 1 3 3 Design Loads for Decks Deck Systems and the Top Slabs of Box Culverts Where the slab spans primarily in the longitudinal direction longitudinal direction For top slabs of box culverts of all spans and for all other cases including slabfor all other cases including slab type type24 5 2011 nbsp 0183 32 Indeed for any section of the specification one can usually find many members of the working group or of the W3C as a whole who object strongly to the current text the existence of the section at all or the idea that the working group should even spend time discussing the concept of that section This version 1 0 0 with Errata 1 of the AV1 Bitstream Specification supercedes all previous versions of the AV1 Bitstream Specification most notably version 1 0 0 which is now obsolete This version 1 0 0 with Errata 1 of the AV1 Bitstream Specification corresponds to the Git tagv1 0 0 errata1 in the AOMediaCodec av1 spec project Section 2 5 2 6 2 of AASHTO LRFD Bridge Design Specifications should be applied for the deflection control of orthotropic decks precast reinforced concrete three sided structures metal grid decks light weight metal and concrete bridge decks and structures that are not included in

RCSC Specification progressing systematically from the most rigid point toward the free edges OBSERVE STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE IBC 1705 2 1 AISC 360 10 Table C N5 6 3 TASK INSPECTION TYPE1 DESCRIPTION 11 Document acceptance or rejection of all bolted connections END SECTIONThe RCSC Specification has been adopted in its entirety by the American Institute of Steel Construction and appears as section 16 of that organization s Steel Construction Manual DTIs within the RCSC Specification section 8 2 4 are described thus quot ASTM F959 direct tension indicators are recognized in this Specification as a bolt tension indicating device RCSC Specification for Structural Joints Using High Strength Bolts 2014 Format PDF Category Standards RCSC Specification for Structural Joints Using High Strength Bolts 2014 Member FREE Non member FREE Free from the Research Council on Structural Connections at www boltcouncil org Publication Date 2014 130 East Randolph Suite 2000 31 3 2017 nbsp 0183 32 The RCSC Specification The Research Council on Structural Connections RCSC Specification for Structural Joints Using High Strength Bolts provides state of the art criteria for design and installation of ASTM high strength bolts and assemblies These recommendations become mandatory if and when the local code adopts them RCSC Specification for Structural Joints Using High Strength Bolts 2014

6 11 2005 nbsp 0183 32 Each technical Section of ACI Specification 301 is written in the three part Section format of the Construction Specifications Institute as adapted for ACI requirements The language is imperative and terse P5 The Specification is written to the Contractor When a provision of this specification requires action on theglTF is an open interoperable 3D asset transmission format that is compact and efficient to process and render at runtime glTF 2 0 is designed to be vendor and runtime neutral usable by a wide variety of native and web based engines and applications regardless of underlying platforms and 3D graphics APIs RFC 8018 PKCS 5 v2 1 January 2017 1 Introduction This document provides recommendations for the implementation of password based cryptography covering the following aspects key derivation functions encryption schemes message authentication schemes ASN 1 syntax identifying the techniques The recommendations are intended for general application within IRC 5 1998 Section I General Features of Design Seventh Revision IRC 6 2014 Section II Loads and Stresses Revised Edition IRC 112 2011 Code of Practice for Concrete Road Bridges IRC 22 2008 Section IV Composite construction for Road Bridges Second Revision added in Section 3 3 Previously silent on this subject the new RCSC Specification allows the use of flame cutting plasma cut ting and other thermal cutting processes if approved by the En gineer of Record Requirements for the treatment of burrs have been clarified and expanded in Section 3 4 New information has been added in Section 4

23 9 2020 nbsp 0183 32 the 2016 AISC Specification provisions with appropriate updated information where possible for use until such time as the RCSC Specification is updated This Handbook provides Step by step instructions for performing bolt installation using RCSC turn of the nut calibrated wrench twist off bolt and direct tension indicator methods30 3 2005 nbsp 0183 32 Calibrate the wrench by tensioning 3 bolts of each size in a calibrated tension measuring device Skidmore Wilhelm or equivalent When calibrating the wrench mark each bolt and verify the rotation from snug tight as specified in Section XXX quot Turn of the Nut Method quot Calibrate the wrench at least once each working day or as directed 5 2 16 RFC 822 Local part RFC 822 Section 6 2 5 2 16 RFC 822 Local part RFC 822 Section 6 2 The basic mailbox address specification has the form quot local part domain quot Here quot local part quot sometimes called the quot left hand side quot of the address is domain dependent A host that is forwarding the message but is not the destination host implied washers positioned in accordance with AISC RCSC table 6 1 if necessary and section 6 2 2 Snug the fastener in accordance with AISC RCSC section 8 1 and inspect per section 9 1 3 Apply the appropriate turn angle based on the ratio of the bolt diameter to its length table 8 1 4 Rectangle Structural Tube Per ASTM 1085 table chart HSS Hollow Structural Section Square Structural Tube This specification covers cold formed welded carbon steel hollow structural sections HSS for welded or bolted construction Where h Height w Width t Wall thickness I Area moment of inertia S Elastic section modulus

Specification for Structural Joints Using High Strength Bolts August 1 2014 RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS 16 2 vii SYMBOLS The following symbols are us ed in this Specification Ab Cross sectional area based upon the nominal diameter of bolt in 2 D Slip probability factor as described in Section 5 4 2Based 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 SpecificationsRcsc specification section 6 2 5 Rcsc specification 2009 Rcsc specification for high strength bolts Rcsc specification for structural joints 2016 Aisc rcsc specification 2014 rcsc specification Compare Search Please select at least 2 keywords Most Searched Keywords Factorio load balancer blueprint 1 Per the RCSC Specification 2000 Slip critical joints are only required in the following applications involving shear or combined shear and tension 14 Snug tight is the tightness attained with a few hits of an impact wrench or the full effort of an ironworker using an ordinary spud wrench to bring the connected plies into firm contact 3 AISC 348 14 the Research Council on Structural Connections RCSC Specification for Structural Joints Using High Strength Bolts Section 2 2 quot ASTM F1852 and F2280 twist off type tension control bolt assemblies and alternative design fasteners that meet the requirements in Section 2 8 shall not be relubricated except by the manufacturer quot