Bolted connections in cold formed members bk150

Bolted connections in cold formed members bk150

This extract introduces bolted connections between cold-formed steel sections. These require different design formulae from those of hot-rolled construction as a result of the smaller ratio of sheet thickness to bolt diameter in cold-formed design. Extract from Design of Cold-Formed Steel Structures to AS/NZS 4600-2005 4th edition 2007 by G.J. Hancock.

Title
Bolted connections in cold formed members bk150
Publish Date
03 May 2018
Attachments
Download

Related Content

Best practice guide for hot dip galvanized bolts and bolted joints

Best practice guide for hot dip galvanized bolts and bolted joints

Bolts in fatigue critical joints. Basic principles to avoid failures

Bolts in fatigue critical joints. Basic principles to avoid failures

TN012 Design of bolted angle cleat connections - a fabrication responsive solution

TN012 Design of bolted angle cleat connections - a fabrication responsive solution

Blind bolted connections for unfilled hollow section columns in low rise construction

Blind bolted connections for unfilled hollow section columns in low rise construction

Elastic analysis of eccentric connections sc_v1_n2

Elastic analysis of eccentric connections sc_v1_n2

Bearing stress and edge distance sc_v13_n3

Bearing stress and edge distance sc_v13_n3

ASI Limit state steel connection design series - part 2 - 2009 sc_v42_n2

ASI Limit state steel connection design series - part 2 - 2009 sc_v42_n2

Bolting galvanized steel GAA_ch4

Bolting galvanized steel GAA_ch4

Members subject to axial tension - open sections bk122

Members subject to axial tension - open sections bk122