Recent content by Nirvana

mine is civil:structural

48/80=68% fail

I got 27/40am and 21/40pm, TBPE got score 68, so I guess TBPE has already converted into their passing score of 70?

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

So I failed at 27/40am and 21/40pm, civil:structural

I also eager to know this.

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

😭😭😭😭😭 that's too bad!

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?

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...

ALL IN ONE, EX. 208.2 why the self-weight of water not included in Fy? the original question in ex. 208.1 Thanks.

first time pasted attachement, hope it works.

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...

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?

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?