grotodmuroferatodwww study notes

8/12/2019 Grotodmuroferatodwww Study Notes

1/5

I have posted on another topic saying that this exam was easier than expected

http://www.areforum.org/forums/forum2/18848.html

Well it turn out to e true! I got my passed letter today. "f all the exams I have ta#en.

$%& $$ and all others including graphics etc I wal# out of this one feeling good. I alsostudy the least out of all these exams......I spent a few months on and off on this ecause.

well girls what else I thin# a total of. '( month ut at times I stop for li#e 2 wee#s.

)he guy up there have treated me well *i did went to church+ so I,ll do my part and here

to help u guys out and post what u guy will expect on this exam so some of u can sleep

etter efore the exam. -eres the scope. I,ll try to list what I rememer and nothingillegal.

Stuff u GUYS AND GALS should watch out for:

- read the new ALS page 187 know eer!th"ng "n #$ %&o"st des"gnat"on'

- know all a(out so"ls)cohes"e cohes"eless so"l "s etc) %not so *uch "n deta"l (ut

know the (as"cs "n the Allen (ook'

- know all a(out d"ff t!pe of so"l tests +U, *ake sure u know the ones that ask the

*ost often "n all the *ock ea*s "n .. and GS

- know what "s dead and l"e load)/ *ean "n D0,A/L %l"ke for ea*ple "s roof top

green garden dead load ,2A, D0,A/L'

- sole for foundat"on th"ckness w"th g"en 3( %t"p 3oundwalls are alwa!s 145 th"ckusuall!'%can (e answer w"th co**on sense'

- 6now how to use 39A ) a few used th"s s"*ple e;uat"on don

the reference "s eas! to use'%"f u know how to use these pages u can answer one

w"th "t'%a du*(ass *ade a where !ou can look up "n the reference page +U, /

th"nk he *ade that ?ust to test us "f we know how to reall! use those pages'

- so*e co**on sense on weld"ng and (olt"ng connect"on no need to know "n

deta"l) t"p "f so*eth"ng 3 up =0LA@0 "t regardless of the cost) connect"ons can


2/5

"*ag"nat"on and a open *"nd'

- calculate the (as"c for *o*ent of / for eer!th"ng) wood steel etc)

-6NB> 0C0=,2/NG a(out SL0ND0= =A,/B /N ALS =0AD

0C0=Y,2/NG AND =0.0.+0= /, >0LL E s %know "n eer! wa! the!l"sted and "f so*eth"ng "ncrease what w"ll (e effected'

- fro* (as"c react"on calculat"ons to 2A=D co*("ne cant"leer un"for* and

concentrated load caculat"ons all "n one d"ragra*) %not hard to calculate (ut

so*ehow / couldn/,2BU, check"ng the

steel *anual %wh"ch the! should "nclude "n the reference) / real l"fe / would hae

look up the s"Fe w"th the (old letter (ut there "s noth"ng to help "n the reference'

- delta L @o0 delta , org"nal L %know th"s "n deta"l'%(as"c calculat"on'

- wheres *a *o*ent *a shear and Fero *o*ent and Fero shear on a d"agra*)

o"nt of const"pat"on etc))))

- =BB3 >e( &o"st and ,russ 6NB> >2A, eer! *e*(er "s "n tens"on or

co*press"on) .A60 SU=0 U =0ALLY 6NB> A+BU, ,2/S eer! t!pe of

truss (e an epert on "t) "f u hae so*e co**on sense and look .AY+0 u


3/5

"n the 3, +U, NB N00D ,B =0AD A +BB6 A+BU, /,) AGS and ALL0N

helps no need the other (ooks

- react"on of plate eer!where %" want to tell u where (ut "ts fa*"l! (u"ld"ng%rh!*es w"th S*"le! B!ster' and u reall! need to know "n

deta"l a(out th"s one%what structural s!ste* was used and what *ater"al was

use)))))),2/S BN0S D00'

- *ost used *ater"als "n the 1H to 41st centur! know h"stor! of *ater"als

- @oncrete add"t"es

- too eas! th"s one / can2A, U =0.0.+0= A L/,,L0 AND DBN, G0, SB LAJY' NB BN0

>ANNA 20A= ,2A, U ,2/N6 /,


4/5

- 1)ODP1)7L

- read flash cards (ut not the cards on calculat"ons %L";f and Su(s"'

- M for l"e load %all / can sa!'

- what t!pe of structural s!ste* for 1- sk!scraper stor! SB 0ASY

- ther*al epans"on of *ater"al %u should know th"s fro* .. alread!'

- D"aphra* %not the se stuff ' %read the L3 (ook on th"s top"c'

- >L4982 %"f u too laF! to understand th"s or not look th"s up u desere to fa"l'

- (est shape for co*press"on and tens"on

- th"s t!pe of (ea* s)that t!pe of (ea*

- lagg"ng shor"ng %s*ok"ng)))?oke'

- w!the re"nforc"ng /N C0=Y D0,A/L so read up

- needle (ea* underp"nn"ng %a*aF"ngl! so*e of *! du*(ass ("g shot class*ates

who work "n those so call top ten off"ce "n *! c"t! dont know what "s underp"nn"ng)

n"ce n"ce) *orons'

- gluelu* s)))#Q%A,'K%A,'Q%

- t!pes of foot"ng

- concrete t!pe strutural s!ste*ssss

- concrete re"nforc"ng "n deta"l) "n floor (ea* and colu*ns and what "s use to do so

- /+@ what does "t do for GS

- 1 4 wa! s!ste*

- flat SLA+ and flat LA,0

-! I,m tire I,m 0ust happy my girl is happy that I passed ecause if I fail she would

feel guilty for months. I spent 3 of my study time with her

5ood 6uc# guys and gals. rememer! help others when u,re done with an exam.contriute a little. nothing too open ut give some useful advices on here *li#e telling


5/5

people what to expect %7)69 ";) 5%) 6

grotodmuroferatodwww study notes

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