The reasons why splices are required as well as the advantages and disadvantages of the respective types of fasteners have been discussed elsewhere see Lectures 11.1. This transfer is normally made through different kinds of transitional plate elements which are appropriately fastened onto the member parts. It is aimed at transferring the internal forces from one structural part to the adjacent one without being a weak point of the structure in relation to strength, stiffness and, ductility. INTRODUCTION 1.1 Types of SplicesĪ spliced connection is a joint made within the length of a stanchion, a beam or any other structural member. Initially load paths must be determined the resistance of all components on these load paths must be checked. Splices are designed to transfer axial force, shear force and bending including parasitic moment and second-order effects. Lecture 15B.11: Splices and other Connections in Bridges SUMMARY Lectures 11.4: Analysis of connections RELATED LECTURES Lecture 11.1.2: Introduction to connection design The main aspects of fabrication and erection are briefly reviewed. To present the basic guidelines and concepts for the design of splices in buildings as well as basic arrangements for splices in tension and compression members and in members subject to bending. CONNECTION DESIGN: STATIC LOADING Lecture 11.8: Splices in Buildings OBJECTIVE/SCOPE
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