Nirvana - Engineer Boards
Engineer Boards
​ ​ ​

# Nirvana

Jr Members

16

2 Neutral

• Rank
Intern

## Recent Profile Visitors

The recent visitors block is disabled and is not being shown to other users.

1. ## Texas Results

mine is civil:structural
2. ## Texas Results

48/80=68% fail
3. ## Oct 2018 Failing Scores

I got 27/40am and 21/40pm, TBPE got score 68, so I guess TBPE has already converted into their passing score of 70?
4. ## Oct 2018 Failing Scores

I just found this in the rules and regulations. Do you think it's worth applying for rechecking based on my score of 68?
5. ## Oct 2018 Failing Scores

So I failed at 27/40am and 21/40pm, civil:structural
6. ## Oct 2018 Failing Scores

I also eager to know this.
7. ## Oct 2018 Failing Scores

How to calculate the rates in morning and afternoon from the diagnostic?

9. ## Oct 2018 Failing Scores

PE (Civil: Structural) failed@48/80, TBPE overall score: 68. 1st attempt. How to know the rates of morning and afternoon from the diagnostics? Anyone failed at 49/80? Should I apply for double checking?
10. ## why not include the load of water?

From your angle, the hydrostatic force would be an extra uplift buoyancy from the water pressure difference between the top and bottom side of part 2 (thickness), rather than of cancellation. So the extra uplift buoyancy which is equal to the water occupied by part 2 of wall should be included based on your thinking. I think it should be included the self-weight of the water behind the wall between the levels 129 and 118. The final resistance moment will be more.
11. ## why not include the load of water?

ALL IN ONE, EX. 208.2 why the self-weight of water not included in Fy? the original question in ex. 208.1 Thanks.
12. ## question on an example of all-in-one

first time pasted attachement, hope it works.
13. ## question on an example of all-in-one

example 116.4 seismic load. Why using n=43.5/h^(1/9) to obtain the first period (1/n), not using T=Ch^x? The results from the two equations are quite a bit, one is 0.85 and the other is 0.5x. The former equation is mentioned in wind load, which has some more limitations, such as the height of building and wind direction.
14. ## NCEES Practice Exam Problem 528 (2017 3rd Print)

I just guess the center of plastic hinge will be at the 1/2 height of the short leg. Anyone could confirm or explain further?
15. ## PCI Design Handbook: Precast and Prestressed Concrete 7th ed.

I will be preparing for the PE exam of Oct. 2018, could anyone share with me if you have PCI Design Handbook: Precast and Prestressed Concrete, 7th edition?
×
×
• Create New...