'High Class' Colleagues

tomorrow dinner at TGI FRIDAY. no thanks.....its way too expensive (overprice dishes!) for me. i do hv money but i rather save it inside my acct for my future house.

sometimes they are really annoying...who else we want to hangout with. but not karaoke every weekend and hvg lunch at expensive restaurant everyday. anyhow i'm lil-a-bit worried about his/her expenses. i know they dont have side income. lets do the rough calculation

1. car - rm650

2. fuel - rm300

3. rental - rm200

4. shopping every weekend - rm100x4 (maybe more)

5. meal - rm30x30

6. hair treatment - rm150

7. makeup - rm50

8. cigarette - rm10x15  

9. entertainment - rm50x4 

rm3000!!!

wuoh.......only left 100-200 per month. so in 1 year they only hv rm2400(not include bonuses n kwsp) as saving??!

atleast i set my target to save 500/m. if less i feel like i'm in a financial crisis n trying hard to save every cent i hv in my purse.  

 

   

Analysis Report

never ending report. 1 report hv to redo at least 5 times. Good to hv my super lead engineer. she concentrate in every single line. yaloh.... that report will be submitted to client. so have to be perfect.

....later on i will be super lead too, i think i also have to concern about all the contents in my report. as a kuli/cheap labor like me, i have to resist all the cabaran/difficulties which is a good teacher for my career.

during my 6 month working here i already issued 8+ report. crazy right?
i prefer do more design but my lead only stress about report. this week is my last week working in project under her. thank God.

hopefully i will be under my manager department project. i hate him because he give me less increment. i just want to prove to him that i am working not playing around!i hate him! lolZ

Deflection

in offshore engineering they use AISC codes and standard. what i learnt during my studies it is not really similar but the concept/theory it is just the same. only different in equation.

a bit complicated to relate all the joint displacement with whole structure. i hv to imagine how the load distribute on one beam, but it is also depends on environmental + dependent soil profile + wave + current. if i want to include or consider all the factors it will take sometime to finish my design.

so i just use the deflection equation and poof~ i got the result. engineering is full  of assumptions, but these are not blindly applied. its must be relevant and logic base on design.