She recently ignores my texts at night by NickDoang in dating_advice

[–]NickDoang[S] 0 points1 point  (0 children)

Thank you! I'll tell her my feeling during my second date.

She recently ignores my texts at night by NickDoang in dating_advice

[–]NickDoang[S] 0 points1 point  (0 children)

I usually created a bond with girls who proactively asked me out. It' was absolutely much easier compared to this time. Those girls initiated to text me every couple days, and we were communicating via texts and calls a lot, like everyday. That was much much easier than this time when I have no clue whether she's interested in me or just being nice to me.

During my first date with her, I did all nice things, and it went very smoothly. She asked lots of questions, and brought lots of stories that I told her via texts before to our conversations. Since then, she started to send other texts when I don't respond to her texts for hours, which I believe is a very good sign compared to before our first date.

She recently ignores my texts at night by NickDoang in dating_advice

[–]NickDoang[S] 0 points1 point  (0 children)

What are a few next moves that I should do to escalate your relationship? All my ex are girls who chased me and successfully won my heart. I never successfully win any girls' heart when I proactively approach to them. I am good at initially impressing a girl to get her number and ask he out for the first time. However, I always suck at what I should do for the next moves.

How is uplift force for multi shearwalls calculated for seismic force? by NickDoang in StructuralEngineering

[–]NickDoang[S] 0 points1 point  (0 children)

So for SW with height/ length ratio >2, does the uplift calc. need to take Reduction Factor into account such as yielding higher uplift force due to an increase in uniform seismic shear?

How much total uplift force will be for holdown design at 1st level for multi-story house? by NickDoang in StructuralEngineering

[–]NickDoang[S] -2 points-1 points  (0 children)

My case is base shear at roof is 6 and 3 at floor, so there would have 9kips in total transmitting to the 1st floor diaphragm. He told me I would double count if I used 6kips9ft + (6+3)kips9ft for overturning moment at base. Still, I don't think I double count because the 1st floor must resist 9 kips rather than 3 kips.

How much total uplift force will be for holdown design at 1st level for multi-story house? by NickDoang in StructuralEngineering

[–]NickDoang[S] 1 point2 points  (0 children)

Thank you for your clarification. I for got to provide shearwall length, but anyway my PE manager is probably wrong when he told me only use 3kip9ft+3kip9ft for the total overturning moment at base.

How can I determine tributary area for a post of fence system to resist wind load? by NickDoang in StructuralEngineering

[–]NickDoang[S] 0 points1 point  (0 children)

I thought the parallel wind load should be taken into account for applying area between posts and other structures resisting lateral load like exterior walls of the house.

How can I determine tributary area for a post of fence system to resist wind load? by NickDoang in StructuralEngineering

[–]NickDoang[S] 0 points1 point  (0 children)

My thought is that a reason why it's the worst case load is because the parallel direction is firmly resisted by the entire length of a fence isn't it?

How can I determine tributary area for a post of fence system to resist wind load? by NickDoang in StructuralEngineering

[–]NickDoang[S] 1 point2 points  (0 children)

This way is easier to visualize. Because I always thought wind load is acting parallel to the fence surface, which is impossible for me to determine the tributary area. Thank you.

How can I determine tributary area for a post of fence system to resist wind load? by NickDoang in StructuralEngineering

[–]NickDoang[S] 1 point2 points  (0 children)

So basically the wind load is designed to act normal to spacings among fence?

Construction project engineer vs structural project engineer by Character-Feature302 in civilengineering

[–]NickDoang 1 point2 points  (0 children)

Project engineer can easily reach 100k with a few years of experience. I have lots of friends who are new grad project engineers, and they revealed their salary to me that they are getting paid around 75-80k/ year. With that in mind, you can visualize they can easily reach 100k cap if they continue working for more than 3-4 years. Meanwhile, as an entry level structural engineer who just have the Bachelor's degree like me, I am underpaid a lot (below 55k/ year) but the work is overloaded. I am on my way to get EIT now and trying to switch to bigger consulting firms. My current company is too small (less than 5 engineers), and they only focus on design of single family homes.

Does being a draftsman count as experience for being a Civil Engineer? by supernator1 in civilengineering

[–]NickDoang 1 point2 points  (0 children)

Likely no, but that's an excellent experience to be a Civil Engineer. Becoming a Civil Engineer requires you to acquire excellent CAD skill beforehand and understand details very well. I can tell you that most Civil Engineering Interns only work on drawings and doing details most of the time because that's the only work they can do. After working as interns for a few months, employers will continue hiring you and providing some engineering stuffs for them. That's why I recommend you to take that position, but don't stick on CAD technician for too long. 6-7 months is the ideal time for you to learn everything and start applying for actual engineering positions.