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
Features and diagrams of typical web side plate connections and a summary of the design checks required. In: Steel Construction journal, vol. 41, no. 2, Dec 2007.
Related Content
In-plane behaviour of web-tapered beams R956
Experimental study of longitudinally stiffened web channels subjected predominantly to shear R950
Shear buckling of thin-walled channel sections with intermediate web stiffeners_Usyd_R892
Experimental study of high strength cold-formed stiffened web steel sections Usyd R889
Tekla 3D model for web: image
Strucad 3D model for web: image
Design shear capacity of a web bk122
Composite Beams with Large Web Penetrations_Design Models_DB1.3_OS12.pdf
Composite Beams with Large Web Penetrations_Terminology_DB1.3_OS12.pdf
Please do not press back or reload the page.