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sunil.hk1
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give formula or reference for finding deflection at any point in beam (fixed at both ends) due to couple acting intermediate in the beam? its urgent...
sunil.hk1 said:give formula or reference for finding deflection at any point in beam (fixed at both ends) due to couple acting intermediate in the beam? its urgent...
Deflection at any point in a fixed beam refers to the vertical displacement of a specific point on the beam as a result of applied loads. It is a measure of the flexibility and stiffness of the beam.
Deflection at any point in a fixed beam can be calculated using the Euler-Bernoulli beam theory, which takes into account the beam's material properties, cross-sectional area, and applied loads. It can also be calculated using numerical methods such as the finite element method.
The amount of deflection at any point in a fixed beam is affected by several factors. These include the magnitude and location of applied loads, the beam's length and cross-sectional area, and the material properties of the beam.
Deflection at any point in a fixed beam can impact the beam's strength by causing it to bend and potentially fail under excessive loads. It is important to consider the maximum allowable deflection when designing a fixed beam to ensure it can withstand the expected loads.
Deflection at any point in a fixed beam can be reduced by increasing the beam's stiffness through design modifications, such as changing the material or cross-sectional area. It can also be reduced by adding additional supports or increasing the beam's thickness.