Weld Defects
Defects in welding are inevitable in spite of using the good welding techniques, standa rd electrodes and preparation of joints. WELD DEFECTS Defects in welding are inevitable in spite of…
Inspection Of Welds
As we have seen in previews website pages, defects in welds are inevitable. Nevertheless, the poor weld quality leads to collapse. Therefore, proper inspection and quality control of welded joints…
FILLET WELDED JOINTS
Fillet welded joints such as 'T', lap and corner joints are the most common connection in welded fabrication. In total they probably account for around 80% of all joints made…
Analysis And Design Of Fillet Welds
Analysis And Design Of Fillet Welds ASSUMPTIONS IN THE ANALYSIS OF WELDED JOINTS The following assumptions are made in the analysis of welded joints. o Welds connecting various parts are homogeneous,…
FAILURE OF BOLTED CONNECTIONS
Failure of bolted connection can be classified broadly in to two: (1) failure of the bolt and (2) failure of connecting parts. Bolte d joints may fail in any of…
COMPARING WELDED AND BOLTED UNIONS
During the planning and design stage of any project, engineers must decide which material or tool is the best to complete certain tasks. The types of joints used in a…
Types of Steel Connections and their Classifications
Steel connections can be grouped into various classifications. The classification of the various types of steel connections assists with the design of steel connections by narrowing down the choices based…
Connections in Steel Structures
The steel structures are constructed by properly connecting the available standard sections. The connections are an important part of steel structure and are designed more conventionally than any individual members.…
Steel: Design Of Connections
Section 10 of IS 800:2007 deals with the design and detailing requirements for joints between members. The connections in a structure shall be designed so as to be consistent with…
Limit State Design Philosophy
For achieving the design objectives, the design shall be based on characteristic values for material strengths and applied loads (actions), which take into account the probability of variations in the…
