Posted inAdvanced Design of Stee Structures
FAILURE OF BOLTED CONNECTIONS
Failure of bolted connection can be classified broadly in to two: (1) failure of the…
Posted inAdvanced Design of Stee Structures
COMPARING WELDED AND BOLTED UNIONS
During the planning and design stage of any project, engineers must decide which material or…
Posted inAdvanced Design of Stee Structures
Types of Steel Connections and their Classifications
Steel connections can be grouped into various classifications. The classification of the various types of…
Posted inAdvanced Design of Stee Structures
Connections in Steel Structures
The steel structures are constructed by properly connecting the available standard sections. The connections are…
Posted inAdvanced Design of Stee Structures
Steel: Design Of Connections
Section 10 of IS 800:2007 deals with the design and detailing requirements for joints between…
Posted inAdvanced Design of Stee Structures
Limit State Design Philosophy
For achieving the design objectives, the design shall be based on characteristic values for material…
Posted inAdvanced Design of Stee Structures
Limit State Design: Basis For Design
The current revision of the code of practice, IS 800:2000, recommends limit state method for…
Posted inAdvanced Design of Stee Structures
STEEL DESIGN: TYPES OF ELEMENTS
IS 800:2007 classifies elements in to three types, as per Cl. 3.7.3., as follows. 1.…
Posted inAdvanced Design of Stee Structures
Design Of Steel: Classification Of Cross-Sections
Plate elements of a cross-section may buckle locally due to compressive stresses. The local buckling…
Posted inAdvanced Design of Stee Structures
Steel Design: Geometrical Properties
The geometrical properties, as detailed in Cl. 3.6 of IS 800:2007, of the gross and…