Connections in reinforced concrete and structural steel

Τίτλος

Connections in reinforced concrete and structural steel

Θέμα

Reinforced concrete

Structural steel

Δημιουργός

Costandinou, Demetris

Πηγή

Higher Technical Institute

Tο πλήρες κείμενο είναι διαθέσιμο από το Υπουργείο Ενέργειας, Εμπορίου Βιομηχανίας και Τουρισμού.

Εκδότης

Library of Cyprus University of Technology

Ημερομηνία

1992

Μορφή

pdf

Γλώσσα

eng

Τύπος

text

Αναγνωριστικό

CED0137

Σύνοψη

This project is concerned with the behaviour and design
of connections in reinforced concrete and structural steel.
Chapter 1 provides a general introduction for the connections.
Chapter 2 deals with connections between members which are constructed in reinforced in situ concrete. Connections between beams and columns are considered first and in greater detail than connections between other types of member e.g., corbel (zero applied moments) connections, column-to-column connection, right-angled beam-to-beam connections, in -line beam-to-beam connections, slab-towall connections etc. Towards the end of the chapter a number of design examples are provided.
Chapter 3 deals with the behaviour and design of welded
and bolted structural steel connections. Direct shear
joints, single shear and double shear, are checked for
failure by shear on the bolt shank, bearing on the member
or bolt, tension in the member and shear at the end of the member. Eccentric connections subject to torsion and
direct shear forces are considered towards. Then various
types of pinned and rigid connections are discussed in
greater detail e.g. beam-to-column connection, beam-to-beam connection, column-to-foundation connection etc. Structural hollow sections with their various types are considered later, a tube with another, a tube with a flat plate, a rectangular hollow section with another or with a flat plate. Towards the end of the chapter a number of design examples are provided based on the literature given in the chapter. Finally the conclusions are given.