Zero investment mining software

1. Virtual miner can use mobile app mining, such as those bitcoin need graphics card physical miner can dig, mobile phone can't dig.

2.

Ha Yu miner

you can mine with Windows system or Linux system

Windows system mining, directly download the installation software, and then one click mining, here's about Linux system mining

to use the Linux system for mining, it only needs two steps to use the services of Harbin fish miner

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open the website, enter the mobile phone number, select how many CPUs you want to use to mine, the default is to use 50% CPU to mine, click to generate your exclusive command and

only two steps, you can mine on Linux system, the money you dig only needs to go to the website of hayu miner, enter your mobile phone number to withdraw

3. Yes! Isn't that unusual?

4.

A lot of people have already said that EOC is deceitful. Mining still relies on CPU and GPU for mining, and then uses mining software, such as ha Yu miner , which is called mining

in this case, it's called real mining. With hayu miner, all the profits you dig are your own. Mining is actually a good project, after all, it's the cornerstone of the blockchain< br />

5. You can download the software of mobile phone mining to earn money from "Pi coin cool community" on the Internet

6. It is not recommended to enter now. Now it's more and more difficult to dig the mine. Professional mining machines are difficult to break even, let alone personal computers.

7. Next to the company, there are cinemas, cafes, Western restaurants and a training center. There are often activities, happy Mahua theater will be shown here, the ticket price is OK, not very expensive, can accept. It seems that the cinema inside is half price on Monday or Tuesday. It's very cheap.

8. Calculation of horizontal seismic force of retaining wall

I. static method of aseismic retaining wall design atlas
FH = c1czkh Ψ G1
C1 - importance correction coefficient 1.1 CZ - comprehensive influence coefficient 0.25 KH - horizontal seismic coefficient 0.20 +
C1 Ψ — The distribution coefficient of horizontal seismic load along the wall height is 1.0
G1 - the weight of wall body of unit section is 70m2 × 18.5＝1295KN Fh＝1.1 × zero point two five × zero point two zero × one × 1295 = 71.3kn

2. Pseudo static method of code for seismic design of hydraulic structures
adding a horizontal seismic inertia force Qi Qi = khcz & # 8706 at the sliding weight center; Iwi
KH - horizontal seismic coefficient 0.15 CZ - comprehensive influence coefficient 0.25 & 8706; I - acceleration distribution coefficient 2.0 wi - weight of sliding body 1295kn Qi = 0.15 × zero point two five × two × 1295 = 97.2kn III. code for design of highway reinforced soil engineering
horizontal seismic force E = g × tan ζ G=W ζ= 2.50 G - weight of sliding soil ζ — Seismic angle
e = 1295 × Tg2.50 = 56.5kn
based on the different algorithms of the above specifications, the second horizontal seismic force FH = 97.2kn is taken to check the anti overturning safety factor of retaining wall: KS = MP / (MA + MH) MP -- the bending moment of passive earth pressure and fulcrum force on the pile bottom
MA -- bending moment of active earth pressure on pile bottom. MH - bending moment of horizontal seismic force on pile bottom. Ks=(1290.938+3402.781)/(2811.451+97.2 × 8)
Ks = 1.308 >= 200, meeting the requirements of the specification.