- #1
Renan
- 1
- 1
Because the location function is different. In one case is goes as ##x^2## and in the other as ##x^3##. If you do the integral in each case, you will get a different answer.Renan said:View attachment 226820
Why can't we use the NOTE method (exercise 4.21) on the exercise 4-156 ?
A simple distributed loading problem is a type of structural analysis problem that involves determining the internal forces and moments in a structure due to a distributed load, which is a load that is spread out over a certain area or length. This type of problem is commonly encountered in engineering and physics, and can be solved using various analytical and numerical methods.
A simple distributed loading problem can be reduced by dividing the distributed load into smaller and simpler point loads, and then solving for the internal forces and moments at each point using statics and mechanics equations. These results can then be combined to determine the overall response of the structure.
Reducing a simple distributed loading problem makes it easier to solve, as it breaks down a complex load into simpler components that can be analyzed individually. This also allows for a better understanding of the behavior of the structure and can lead to more accurate results.
Some common methods for reducing a simple distributed loading problem include the method of sections, the method of joints, and the method of superposition. These methods involve dividing the structure into smaller parts and analyzing their individual responses to the distributed load.
Simple distributed loading problems are commonly encountered in various engineering and physics applications, such as designing beams, trusses, and other structural elements. They are also important in understanding the behavior of complex systems, such as bridges, buildings, and aircraft, under different types of loading conditions.