Raspberry pie for mining machinery

1. It's like this.
Avalon mining machine is a new mining equipment developed by Xingyue Heavy Instry Co., Ltd., and its R & D is altoria Pendragon.
raspberry pie accessory is tree
fruit
pie
accessories.
it is a replacement part in Avalon mining machine, which should be easily damaged, So it's called the
fruit
on
trees
is
easy
to
break (as easy as fruit)
over time, it's called raspberry pie

2. Yes, AMD's latest CPU, do not refuse, you can check online, the current CPU seconds kill everything

3.

The tuition fee standard of Peking University: science experimental class, liberal arts experimental class, electronic information class, biological science major is about 5300 yuan / academic year, other majors is about 5000 yuan / academic year

Peking University is a public university, which is supported by national or local financial funds. Generally, the tuition fee is not very expensive, which is 4000-6000 yuan per year for general majors and 8000-10000 yuan per year for art majors

students with poor family conditions can choose the national student loan, which can be repaid by instalments after graation, and the national finance also subsidizes the interest, which is also regarded as the national policy welfare for college students. It is better to consult the school whether to support the student loan and the loan related process before applying for the examination

Peking University was founded in 1898 when the reform was carried out. Its first name was Jingshi University. It was the first national comprehensive university in modern China. At the beginning, it was also the highest ecational administrative organ of the country

In 1912, it became National Peking University. In 1937, he moved south to Changsha and formed the national Changsha temporary university with National Tsinghua University and private Nankai University. In 1938, he moved to Kunming and changed his name to National Southwest United University

In 1946, he was demobilized and returned to Beiping. In 1952, after the adjustment of colleges and departments, it became a comprehensive university focusing on the basic subjects of Arts and science, and moved from the beach in Beijing to its present site. In 2000, it merged with the former Beijing Medical University to form a new Peking University

4.

It's 1179.6 kilometers from Shenzhen to Yongkang by car

{rrrrrrr}

Shenzhen City

Enter Fuzhong No.3 Road, drive 80m

turn right, enter Yitian Road, drive 640m

turn right, enter Hongli Road, drive 1.3km

turn left, enter CaiTian Road, drive 2.8km

drive right ahead, enter Huanggang CaiTian interchange, drive 770m

please go straight ahead, enter Meiguan road, Drive 1.5km

to the right, enter Meiguan interchange, drive 420m

straight ahead, enter fengzehu tunnel, drive 370m

straight ahead, enter Nanping express, drive 6.8km

straight ahead, enter Shuiguan Expressway, drive 13.0km

keep right ahead, enter ShuiHe interchange, drive 1.2km

turn right, enter Shenhai expressway, Drive 10.8km

to the front right, enter Changshen expressway, drive 150.7km

to the front left, enter Longhe expressway, drive 103.0km

to the front right, enter the old city hub interchange, drive 550m

< P > please go straight, enter Dingnan connecting line, drive 38.9km

to the front left, enter egong hub, Drive 1.2km

straight ahead, enter Ningding expressway, drive 123.1km

straight ahead, enter Xiamen Cheng expressway, drive 50.2km

straight ahead, enter Ruijin hub 2, drive 2.0KM

straight ahead, enter Ji Guang expressway, drive 303.3km

keep right ahead, enter Yingtan hub overpass, drive 900m

straight ahead, enter Shanghai Kunming expressway, Drive 307.8km

straight ahead, enter Changshen expressway, drive 48.5km

keep right ahead, enter Yongkang interchange, drive 770m

straight ahead, enter Wujin Avenue, drive 2.1km

turn right, enter Xixin Road, drive 3.9km

turn left, enter Guangdian Road, drive 780m

turn right, enter Chengdong Road, drive 440m

turn left, From Chengdong road to Yongkang City, drive 130 meters

Yongkang City

5. 13 hours 18 minutes 1204.7km
taxi about 3747 yuan
via: Ji Guang expressway, Shanghai Kunming Expressway

Bao'an District, Shenzhen

Enter Luotian Road, drive 220m

turn left, enter Xinhu Road, drive 400m

turn left, enter Yu'an 1st Road, drive 620m

turn right, enter Bao'an Avenue, drive 470m

turn left, Enter Chuangye Road, drive 650m

keep to the front left, enter Chuangye overpass, drive 240m

keep to the front left, enter Guangshen road auxiliary road, drive 390m

keep to the front left, enter Guangshen Road, drive 7.4km

keep to the front right, enter Guangshen road auxiliary road, drive 100m

turn right, Enter the auxiliary road of Airport South Road, drive 270 m

Sancha Road, drive along the middle, enter Hezhou interchange, drive 810 m

please go straight, enter Shenhai expressway, drive 5.5 km

keep right ahead, enter Tangtou interchange, drive 340 m

keep left ahead, enter Nanguang expressway, drive 20.0 km

keep right ahead, Enter Longda expressway, drive 4.6km

keep right ahead, enter guanfo expressway, drive 9.0km

keep left ahead, enter chaoguan expressway, drive 43.0km

keep right ahead, enter Zhenlong interchange No.1 Bridge, drive 370m

keep left ahead, from Zhenlong interchange No.1 Bridge to Changshen expressway, Drive 1.8km

keep to the front left, enter Changshen expressway, drive 119.8km

keep to the front left, enter Longhe expressway, drive 102.9km

keep to the front right, enter Dingnan connecting line, drive 39.4km

keep to the front left, enter Ningding expressway, drive 124.4km

keep to the front right, Enter Hefeng hub, drive 300m

keep right ahead, enter Xiamen Cheng expressway, drive 51.1km

keep left ahead, enter Ji Guang expressway, drive 196.4km

keep left ahead, enter Fu Yin expressway, drive 7.7km

keep right ahead, enter Ji Guang expressway, drive 100.7km

keep right ahead, Enter Shanghai Kunming expressway, drive 308.9km

keep right ahead, enter Jinhua East hub, drive 170m

keep left ahead, enter Changshen expressway, drive 49.1km

keep right ahead, enter Yongkang interchange, drive 1.5km

please go straight ahead, enter hardware Avenue, drive 1.7km

turn right, enter Xixin road, Drive 1.0KM

turn left, enter Lizhou South Road, drive 1.4km

turn right, enter Chengnan Road, drive 1.7km

turn left, enter Chengdong Road, drive 430m

turn left, from Chengdong road to Yongkang City, drive 190m

Yongkang City, Zhejiang Province

6. The quickest way to take the train from Shenzhen to Yongkang in Zhejiang:
1. T212, Shenzhen starts at 13:09, Quzhou arrives at 2:53 the next day, the train runs for 13 hours and 44 minutes, and the hard seat ticket is 185.5 yuan
2. K1258 / k1255, Quzhou starts at 3:33, Yongkang arrives at 6:15, the train runs for 2 hours and 42 minutes, and the hard seat ticket is 23.5 yuan.

7. In structural design, many designers think that the foundation does not need seismic checking calculation. This is mainly from the fourth paragraph of article 3.0.4 of code for design of building foundation (GB 50007-2002). When determining the height of foundation or pile abutment, the section of retaining structure, calculating the internal force of foundation or retaining structure, determining reinforcement and checking material strength, The load effect combination and the corresponding base reaction from the superstructure should be based on the basic combination of load effect under the bearing capacity limit state, and the corresponding partial factor should be adopted. Under the limit state of bearing capacity, the basic combination design value s controlled by variable load effect shall be expressed by the following formula: s= γ GSGk+ γ Q1SQ1k+ γ Q2 ψ C2SQ2k+......+ γ Qn ψ In cnsqnk γ G -- partial factor of permanent load, according to current & gt; The value specified in GB 50009; γ Qi -- partial factor of the ith variable load, according to the current & gt; GB 50009. For the basic combination controlled by the permanent load effect, the simplified rule can also be adopted. The design value s of the basic combination of load effect is determined by the following formula: S = 1.35sk ≤ R (3.0.5-4), where R is the design value of structural member resistance, and SK is the standard combination value of load effect according to the provisions of relevant building structure design codes. According to the terms of GB 50009 of load code for building structures: 2.1.1 the value of permanent load does not change with time ring the use of the structure, or its change can be ignored compared with the average value

8. What are you calculating? For calculating the bearing platform, this kind of bearing platform is a structural component, so it is unnecessary to calculate; For calculating piles, there is no dead weight without the size of bearing platform; For design pile, there is no characteristic value of bearing capacity of pile tip soil. I don't know who gave the answer! 2012-4-26 20:56.
answer "Question supplement": the supplementary question becomes the question of pile group cap with pile-soil interaction, instead of the original question of "independent pile foundation under column". i 'm sorry! Too much content, no time Mouse oil bottle - a big lump behind, ha, cunning!

9. The vertical load can be distributed according to the stressed area. If it is a column, assuming that a room is resisted by four columns, the adjacent corner is given to it. Generally, as long as the beam is not arranged unreasonably, the error is within the allowable range of the code. It is relatively accurate to distribute the load to the beam first, and then to the column. However, only the top of the foundation can be dealt with in the simple way mentioned above.

10. It will cause the transverse force of the rope in the horizontal direction is greater than that in the vertical direction, and it is easy to cause the hoisted parts to roll over