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tigry1 [53]
3 years ago
14

You have designed a bone plate that is manufactured via rolling under cold working conditions, and tests show good biocompatibil

ity results for the device. The Manufacturing Department has put in a request to change the processing method to rolling under hot working conditions, in an effort to reduce the total manufacturing cost. Since the material from which the device is fabricated will not change, do you need to rerun the biocompatibility tests? Why or why not? (10 points)
Engineering
1 answer:
kompoz [17]3 years ago
8 0

Answer:

No need to rerun the biocompatibility tests

Explanation:

There is no need to regenerate because we use the same material and hot work results to eliminate or reduce chemical-symmetry due to enhanced dispersion at higher temperatures and may reduce size during deformation and this has a positive impact on biochemical reliability.

so No need to rerun the biocompatibility tests

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Disappear completely
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Consider casting a concrete driveway 40 feet long, 12 feet wide and 6 in. thick. The proportions of the mix by weight are given
Akimi4 [234]

Answer:

Weight of cement = 10968 lb

Weight of sand = 18105.9 lb

Weight of gravel = 28203.55 lb

Weight of water = 5484 lb

Explanation:

Given:

Entrained air = 7.5%

Length, L = 40 ft

Width,w = 12 ft

thickness,b= 6 inch, convert to ft = 6/12 = 0.5 ft

Specific gravity of sand = 2.60

Specific gravity of gravel = 2.70

The volume will be:

40 * 12 * 0.5 = 240 ft³

We need to find the dry volume of concrete.

Dry volume = wet volume * 1.54 (concrete)

Dry volume will be = 240 * 1.54 = 360ft³

Due to the 7% entarained air content, the required volume will be:

V = 360 * (1 - 0.07)

V = 334.8 ft³

At a ratio of 1:2:3 for cement, sand, and gravel respectively, we have:

Total of ratio = 1+2+3 = 6

Their respective volume will be =

Volume of cement = \frac{1}{6}*334.8 = 55.8 ft^3

Volume of sand = \frac{2}{6}*334.8 = 111.6 ft^3

Volume of gravel = \frac{3}{6}*334.8 = 167.4 ft^3

To find the pounds needed the driveway, we have:

Weight = volume *specific gravity * density of water

Specific gravity of cement = 3.15

Weight of cement =

55.8 * 3.15 * 62.4 = 10968 pounds

Weight of sand =

111.6 * 2.60 * 62.4 = 18105.9 lb

Weight of gravel =

167.4 * 2.7 * 62.4 = 28203.55 lb

Given water to cement ratio of 0.50

Weight of water = 0.5 of weight of cement

= 1/2 * 10968 = 5484 lb

4 0
3 years ago
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Aloiza [94]

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Slowing down my result in you being rear ended

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One or more parties may terminate an agency relationship by placing into the agreement a time period for termination. When that
iVinArrow [24]

Answer:

Explanation:

Complete question:

Fill in the blanks

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