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Shear (and tension) loads can be transferred between two structural elements by either a bearing-type connection or a slip-critical connection. In a slip-critical connection, loads are transferred from one element to another through friction forces developed between the faying surfaces of the connection. These friction forces are generated by ...
The Research Council on Structural Connections (RCSC) is a research organization focused on bolted structural connections. Their technical standard on this subject is cited in the US steel design code. [1] Prior to 1980, the organization was known as the Research Council on Riveted and Bolted Structural Joints (RCRBSJ).
DTIs within the RCSC specification section 8.2.4 are described thus: "ASTM F959 direct tension indicators are recognized in this Specification as a bolt-tension-indicating device. Direct tension indicators are hardened washer shaped devices incorporating small arch-like protrusions on the bearing surface that are designed to deform in a ...
A gusset plate can form the entire connection or it can be used in conjunction with bolts or welds. [2] There are several prominent connection types that include gusset plates, which include KT gusset plates, uniform force bracing connections, and bolt groups. A KT gusset plate connects several members together through one gusset plate. The ...
A bolted joint is a mechanical joint which is the most popular choice for connecting two members together. It is easy to design and easy to procure parts for, making it a very popular design choice for many applications. Advantage: Joints are easily assembled/ disassembled by using a torque wrench or other fastener tooling. [7]
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The Bolt Protocol (Bolt) is a connection oriented network protocol used for client-server communication in database applications. It operates over a TCP connection or WebSocket . Bolt is statement-oriented, allowing a client to send messages containing a statement consisting of a single string and a set of typed parameters.
The American Institute of Steel Construction 13th Edition Steel Design Manual section 16.1 chapter J-3 specifies the requirements for bolted structural connections. [9] Structural bolts replaced rivets due to the decreasing cost and increasing strength of structural bolts in the 20th century.