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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 752 Design of connections Multiple packs Web cover plate grade 8.8 bolts Division plate (if required) with a thickness that BS5950 Flange cover plate projection Lfp > B and 225mm Width, Wfp > B thickness > Ti12 and 10mm D1 II I Flange cover plate Projection Lfp B1 and 225mm ________ Width Wfp (B1 — t2 — 2r2)/2 (r2 is the root radius) Web cover plate width 0.5 D B I I II 011 0 II 0 0fi 0 Bolts normally untorqued in clearance holes. 0110 II Packs arranged :: as necessary. Fig. 26.22(a) Essential detailing requirements for column splices with ends prepared for bearing (external flange cover plates) Web cover plate with at least 4No. M20, 8.8 bolts D1 B1 H-H ti oo Bolts normally untorquedin clearance holes acks arranged as necessary ________ Wide bolt spacing for joint rigidity Wf p Wf p Fig. 26.22(b) Essential detailing requirements for column splices with ends prepared for bearing (internal flange cover plates)
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Ends of the main members not prepared for full contact in bearing Use packs if required Moment connections 753 External flange cover plates Internal flange cover plates Fig. 26.23 Column splice with ends not prepared for bearing areas while any bending moments are normally carried by the flange cover plates alone. The maximum compressive and tensile forces in the flange cover plate is given by the following two expressions: F F M Ê Af ˆ = + F D Ë A ¯ M Ê Af ˆ = -F D Ë A ¯ 1max c 2max cd where M is the nominal moment due to factored dead and live imposed loads at the floor level immediately below the splice, F c is the axial compressive force due to factored dead and imposed loads, F cd is the axial compressive force due to factored dead loads, D is the overall depth of the smaller column (for external flange cover plates) or the centreline to centreline distance between the flange cover plates (for internal flange cover plates), A f is the area of one flange of the smaller column, A is the total area of the smaller column. 26.3 Moment connections 26.3.1 Introduction for maximum compressive force for maximum tensile force The following three principal forms of beam to column moment connection are considered in this section:
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