How to calculate power function in calculator

1. The vertical guide load you mentioned is the "vertical guide load" in the plane load check of PMCAD mole; Did the results show that
it does not consider any bending moment effect. It only calculates the load according to the length of the member and the floor area, and the load distribution is linear rather than stiffness
as for the influence, if you want to design the foundation, you can use the foundation coupling beam to balance the additional bending moment, and the axial force can be calculated according to the result of the guided load. If the foundation coupling beam is used to balance the bending moment, it is generally considered that 1 / 10 of the column axial force is used as the axial tension of the foundation coupling beam for design (so if the foundation coupling beam also bears the bending of the upper wall, it is a tension bending member)
however, if seismic action is to be considered for foundation, SATWE calculation results should be used

if it is the calculation result of SATWE, it is the calculation result of the overall stiffness, and the influence of the bending moment of the cantilever beam on the column is also considered.

2.

According to GB 50011-2010 code for seismic design of buildings

1

First of all, vertical seismic structure should be considered for spatial structure with large plane projection scale. It refers to the structure with a span of more than 120m, a length of more than 300m, or a cantilever of more than 40m. Secondly, it should be noted that the site is of class I, and the vertical earthquake may not be considered in a special case. That is 8 degrees when the flat grid, steel roof truss

3. In fact, according to the seismic damage of previous large earthquakes, the collapse of masonry structure is often e to the excessive vertical seismic action, but at present, in the code, the vertical seismic action is mainly for long-span beams and large cantilever beams, and the vertical seismic action of vertical components is not considered enough. In addition, some textbooks of masonry structures suggest that the axial compression ratio of walls is only about 0.25, which may be the reason for neglecting the vertical seismic action.

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6. The repair method is to find the original system installation disk (or golden finger V6 that PE boot interface with console repair). Here we say to use the system disk method, put the system disk into the CD-ROM drive, start to the installation interface, and select r to enter the console for repair. After entering the console, the prompt C: &# 92 will appear; You can input CHKDSK - r here, and then it will automatically detect and repair the problem. After the repair is completed, restart the computer to enter the system. After entering the system, you'd better kill the virus first, and then restart it to try. If it's normal, then it's OK. If this code is still issued, it means that the hard disk has a problem and needs to be replaced, Or separate the problem areas into hidden areas, and use the space behind to install the system
Add: if you use the console in the PE disk for repair, then the C: is not your system disk, but the PE system disk, so you have to press D: enter e: enter to try this, then how can you determine which is your system disk? For example, if you press D: enter and then enter dir, enter will display the DOS command of the directory. If you can display the directory, it will not be the partition you have problems with. If you wait for a long time, and then a directory enumeration error appears, that's right. It's a problem. Just use CHKDSK here< br />

7. Account administrator
password administrator
if not, use the password cracking in PE mode to solve it directly

8. From the new repair, shielding the bad path of the partition, I learned for a long time, but I didn't learn how to use the low grid. If I was used to use the low grid, it means that the hard disk is going to be useless. Teach me what command to use!

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