Bad bulb, don't worry! See how others play

In addition to throwing into the resource recycling bin, the light bulb that is no longer bright has a lot of versatility, so don't rush! Because you just need to slap a little like the following, you will become a creative accessory full of waste!
1, into the water grass, small fish, the light bulb turned into a lively aquarium.
2. Put the liquid of different colors into the bulb and hang it to form a beautiful small lamp. This design, many designers can not think of it.
3, can be made into alcohol lights, you made it?
4, flowers can be farmed like this, is your flower pot so delicate?
5, take a look, what have you done?
6, your family's small lanterns are still buying, too out.
7, using paint and dead branches, Christmas snowman has new tricks.
8, Christmas lights, you can hang up next time.
9, red light bulb plus wire, it becomes an interesting art of ant installation.
10, rainbow candy bottle, very popular!
11, go out with such a pendant, you can dazzle, I want to find me wholesale!
12, Dear little snail, you can grow up comfortably.
12 bad bulbs
13. Give your child a small gift that doesn't cost money.
14, the pink color of the patchwork and the rattan basket match, the hot air balloon is completed!

Pressure Beams and circular plates on elastic foundations are considered. In some cases, additional elastic supports are present. The stiffness distribution of the foundation is designed so that the pressure on the foundation is uniform. Sometimes the depth of the beam or plate is also varied, with either a piecewise-constant sandwich or solid cross-section, and a global measure of the deflection is minimized. The total stiffness of the foundation and supports is specified, as well as the volume of the structure. In one type of problem, the edges of the structure are displaced downwards; in the other examples, a downward load is applied. Types of loads include a concentrated central load, a uniform load and a parabolic load. The uniform foundation pressure for the resulting design is often substantially lower than the maximum pressure for a corresponding uniform beam or plate on an elastic foundation with uniform stiffness.

Pressure Beams

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