Which of the following methods is NOT used for finding deflection of beam?
Moment distribution method
Beam deflection is a crucial concept in structural analysis and design. It refers to the displacement or deformation of a beam under applied loads. Engineers use various methods to calculate this deflection to ensure structures are safe and perform as intended.
Let's look at the methods listed in the options and see which ones are commonly used to find beam deflection:
Based on this analysis, the Moment Distribution Method is primarily a method for structural analysis focused on finding moments and forces in indeterminate structures, rather than a direct method for finding beam deflection itself.
Comparing the four options, Castigliano's method, Strain Energy method, and Moment Area method are all well-established techniques used directly or indirectly (via energy principles) for determining the deflection of beams. The Moment Distribution method, however, is fundamentally a method for determining the fixed-end moments in indeterminate structures. Therefore, the method NOT primarily used for finding beam deflection is the Moment Distribution method.
The question asks which method is NOT used for finding deflection. We have determined that Castigliano's method, the Strain Energy method, and the Moment Area method are indeed used for this purpose. The Moment Distribution method is primarily used for analyzing indeterminate structures to find moments. Thus, it is the method that does not directly calculate deflection.
| Method | Primary Use for Beams | Used for Finding Deflection? |
|---|---|---|
| Castigliano's Method | Deflection and slope using strain energy | Yes |
| Strain Energy Method | Deflection and slope using energy principles | Yes |
| Moment Area Method | Deflection and slope from M/EI diagram | Yes |
| Moment Distribution Method | Analyzing indeterminate structures to find moments | No (primarily finds moments) |
Here is a quick summary:
Structural analysis involves determining the effects of loads on physical structures. Methods can be broadly classified:
While the Moment Distribution method is crucial for analyzing indeterminate structures, it is not a direct method for computing beam deflection compared to the other options provided.
A cantilever beam of length L has flexural rigidity EI up to length L/2 from the fixed end and EI/2 for the rest. It carries a moment M at the free end. The slope at the free end is given by-
In a simply supported beam of span L subjected to central concentrated load, the central deflection is 24 mm. Then the slope at supports is:
The reaction of the prop of a propped cantilever beam of span I with UDL W kN/m is
The maximum deflection occurs in a structural member when the slope is
The deflection of a simply supported beam at supports is generally