The joints provided in steel structure which can transfer moments call...
Types of Joints in Steel Structures
There are three types of joints in steel structures which are as follows:
1. Flexible Joints
Flexible joints are designed to allow movement between two connected members. These joints are used in structures where the members are subjected to thermal expansion and contraction, wind loads, and seismic loads. The flexible joints are also used in structures where the members are not perfectly straight or aligned.
2. Rigid Joints
Rigid joints are designed to prevent any movement between two connected members. These joints are used in structures where the members are subjected to high bending moments and where the members need to act as a single unit.
3. Semi-Rigid Joints
Semi-rigid joints are designed to allow limited movement between two connected members. These joints are used in structures where the members are subjected to moderate bending moments and where the connection needs to be more flexible than a rigid connection.
Transfer of Moments in Flexible and Rigid Joints
Both flexible and rigid joints can transfer moments between two connected members. The transfer of moments in flexible and rigid joints is explained below:
1. Flexible Joints
In flexible joints, the transfer of moments is achieved through the deformation of the joint. The deformation of the joint allows the connected members to move relative to each other, which results in the transfer of moments. The amount of moment transferred depends on the stiffness of the joint and the amount of deformation.
2. Rigid Joints
In rigid joints, the transfer of moments is achieved through the connection between the two members. The connection is designed to prevent any movement between the two members, which results in the transfer of moments. The amount of moment transferred depends on the strength of the connection and the bending capacity of the connected members.
Conclusion
In conclusion, both flexible and rigid joints can transfer moments between two connected members. The choice of joint type depends on the design requirements of the structure, including the amount of bending moments, the level of movement between the members, and the connection stiffness required. Semi-rigid joints can also be used in structures where the connection needs to be more flexible than a rigid connection but less flexible than a flexible connection.
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