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Materials, design of columns with or without bracket arms. Construction, doors and door openings, baseplates, service and lantern connections, protection against corrosion, design loading, maximum stresses and deflections.
This European Standard specifies requirements for steel lighting columns. It includes materials and conformity control. It applies to post top columns not exceeding 20 m height for post top lanterns and to columns with brackets not exceeding 18 m height for side entry...
Concrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are...
This European Standard specifies a test method for determining the contribution of fire protection systems to the fire resistance of structural concrete filled hollow steel columns. The concrete can be lightweight, normal-weight or heavyweight concrete, and of all the strength classes...
This book is the companion volume to Design Examples for High Strength Steel Reinforced Concrete Columns - A Eurocode 4 Approach. Guidance is much needed on the design of high strength steel reinforced concrete (SRC) columns beyond the remit of Eurocode 4. Given the much...
This book is the companion volume to Design of High Strength Steel Reinforced Concrete Columns - A Eurocode 4 Approach. This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the...
This book sets out the basic principles of composite construction with reference to beams, slabs, columns and frames, and their applications to building structures. It deals with the problems likely to arise in the design of composite members in buildings, and relates basic theory to the...
Purpose Determination of static and dynamic steering column stiffness in body in white.
ABSTRACT To investigate the effect of the yield stress on the local buckling of tubular columns fabricated by cold-rolling and welding, tests were conducted on five specimens made of ASTM A-36 steel (nominal yield stress 250 MPa (36 ksi)) and on one made of ASTM A-514 steel...
