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mkwadee@diasp.eu

The total harvest of #RunnerBeans this year is going to be something like 30 kg.

Here is part of today's batch.
Runner beans in a bowl

Among them, was a whopper which was over 35 cm in length.
Extra long runner beans

Talking of whoppers, a huge #BumbleBee happened to fly past while I had my camera in my hand. Luckily, I managed to #photograph it but you don't get a sense of how big this beautiful specimen was. It was about the size of a golf ball!
Large bumble bee

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mkwadee@diasp.eu

Literally a couple of years ago I posted some #AnimatedGifs of the simplest #NumericalIntegration techniques, namely the #RectangleMethod, the #TrapeziumRule and #SimpsonsRule. In the comments, @Miloslav Číž suggested that I show the errors of each method as the number of strips increases (or equivalently,the width of each decreases). I said I'd try to do it when I got time. In principle it is a simple but worthwhile request but getting a bit of time and motivation to do it is another matter. Also, I needed to a way to change the labels dynamically. Anyway, here we are.

The rectangle method is the most simple-minded and crudest method of finding the area below the curve. It converges slowly.
Rectangle method

The trapezium rule is quite an improvement to the above and each area is approximated by joining up the ordinates at the beginning and end of each discrete interval with a straight line. This converges appreciably faster than the above method.
Trapezium rule

Finally the most sophisticated of the three is Simpson's rule in which pairs of adjacent strips use a #quadratic #parabola to interpolate between the ordinates. This even better at convergence than the trapezium rule. I've shown a different function here because for the function shown in the first two cases the difference between the approximation and the numerical #approximation is not discernible and the errors are very small.
Simpson's rule

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mkwadee@diasp.eu

In the #2D #elasticity, #equilibrium of #stresses can be represented on an infinitesimal rectangular element with components of both #DirectStress and #ShearStress generally acting on all four edges. If you were to rotate the rectangle, the stresses change in a precisely orchestrated fashion. In the orientation where the shear stress components vanish, we get what are called #PrincipalStresses and they and their directions can be ascertained precisely through #eigenvalue analysis. This little graphical demonstration shows one example of such a state. The #AnimatedGif was produced a routine written in #WxMaxima.

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