Membership options for companies: Fabricators, Professionals, Distribution Centres.
Membership options for individuals, students and academics.
Unsure about becoming an ASI member or which type you should choose?
ASI Members can access exclusive deals with our new motoring package
Read more about what the ASI does for your industry.
Find out more about the ASI and who we represent.
Purchase books, download tech notes and request library resources.
Read the latest steel industry news or book in for a webinar or our upcoming Steel Convention
This extract shows diagrams of the design actions at the splice. In: Design guide 13: Splice connection. Click here for bookshop details.
Related Content
Torsion equations for lateral buckling
Code comparison of structural design actions part 4: Earthquake actions in Australia AS1170.4 - 1993
Surface areas and properties for fire design bk122
Design moment capacities for members without full lateral restraint bk122
Beam effective length in open sections bk122
The weldability of steels WTIA_TN01_2006
Dismantling myths about cold climate corrosion CM_May_2001
Calculation of design actions on the beam at the column of bolted end plate to column moments connec
Calculation of design actions at beam splice, apex and mitred knee bk755
Please do not press back or reload the page.