aws d1.1 code clinic exercise questions

7
AWS D U ode linic Exer .ise Qu tiom I. Select the COI' l' eC L answ",' for 1lI" ro ll owing ques ti on __ Ref er to lile ""Examination Bot: ok of Where are t .h e de1iflitions ilS 0 iaL oo with weldi flg a per AWS D LI to be fou fld ? (A WS D J.J fi 'tfl', p- fJ 'fI) " J ? ) a. A,S 11AWSA2 .4 b, ANSIJAWS A3,O c, Afln x B ( Prttitl;. B) d, h and c abo\ll: C.!-t:I'r'J b ffl c) e. All of the above 1.l prccauliOlls 10 b' OtkCi' V",ddllti llg welllllS r,u WS Dl.l al' efo' un d i:n .? w-. «::;; Tf A WS D J.J l' ? ) :I, Aflnex J b. NS J c, Aflnex K K d, a and b above (.!-t': l i' J a '11 b) e. All of the abo e L 1.2 ''&at dooc the non iandm'd tenl1 '"dowruuUld" moc:l n? f iJ. 'lh f"l,? ) a. Weld in g. VeJ1ically downward I =-1. rJ:l ) b. Welding in tbe flat position f-I Ii' The pau e duri ng electrode change r'± d.. The pau e of weldi ng de; lagging ( ,' 11 [1 . \1<1') e. None of the abOl ·e i :::: i f' - iJ;l) 1.3 In what year the n l' st bridge welding specification publL hed by th e AWS "! CAWS 't.t M- l> a, 1928 b. J 934 c, 1 936 (l. 1972 e. J 988 1.4 \Vhicn of tbe sleets a 1C inkn de d 10 be us!;. ... 1 iI1 work cOllvero< .1 by DI.l ', ' 'l. q d: D 1.1 f 'tf l' fjf !" J ? a. All alloy steels with a yield of 97,ooo ]lSi or l e.s. . -J , 97 ,OOOp&i fJttri, b. Low ,(eeL . 5/32in. thick (5/32in c. Low alloy steel with a ridd tl"ength of 970 Mpa (ll !!f1sr''l! 970Mpa t (l. L.( m r c,y'ljmi slecl l' e, None of the arlO l'e i :: iF' - jill )

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Page 1: AWS D1.1 Code Clinic Exercise Questions

AWS D U ode linic Exer .ise Qu tiom

I . Select the COI'l'eCL answ",' for 1lI" rollowing question __ Refer to lile ""Examination Bot: ok of Where

are t.he de1iflitions ilS 0 iaLoo with weldi flg a per AWS D LI to be foufld ? (T± A WS D J.J fi 'tfl', ~lW p-fJ ~"!J 'fI) " J Ir-J~~ ? )

a. A , S11AWSA2 .4

b, ANSIJAWS A3,O

c, Afln x B (Prttitl;. B)

d, h and c abo\ll: C.!-t:I'r'J b ffl c)

e. All of the above (J-~q;-1If~t)

1.l s ~rel prccauliOlls 10 b ' OtkCi'V",ddlltillg welllllS r,u WS Dl.l al'efo'und i:n (il'r±~~tlf~l~Flr

p~J=i-' .? w-.«::;; Tf A W S D J.J ~J ~- l ' ~II ? ) :I, Aflnex J 1'oi'r~ .J)

b. NSJ Z49_~

c, Aflnex K (r#~ K

d, a and b above (.!-t':li'J a '11 b)

e. All of the abo e L C'iT1Jr~I)

1.2 ''&at dooc the non iandm'd tenl1 '"dowruuUld" moc:ln ? (1~·!!i~·-;; -".:!I ' Jjj;'''-'f<"'i fiJ.'lhf"l,? ) a. Welding. VeJ1ically downward (~~' fJr+-: I =-1. rJ:l )

b. Welding in tbe flat position (i± ~' f-I Ii' ~I~)

The pau e during electrode change r'± ~ 'r,l:l'1f'~ f~qJ)

d.. The pau e of welding du~ing de; lagging ( , ' ~ ]\#W ~~W'''' 11 [1.\1<1')

e. None of the abOl·e (~',J-~ i:::: if' - iJ;l)

1.3 In what year wa~ the n l'st bridge welding specification publL hed by the AWS "! CAWS 't.t M- l>

tl',~-J ';r- ~ ~~~"t1i ~f' i~' ?)

a, 1928

b. J 934

c, 1936

(l. 1972

e. J 988

1.4 \Vhicn of tbe j'ollowin~ sleets a1C inknded 10 be us!;. ... 1 iI1 work cOllvero<.1 by DI.l ',' 'l. ~~P~l:1;g;itli'fW

q d: D 1.1 t!'~~fI_ f'tfl' fjf!" J ?

a. All alloy steels with a yield " tren~ of 97,ooo ]lSi or le.s. (lr'~F1i1f, 't$'iJ~ . -J , 97 ,OOOp&i

fJttri, ~.B b. Low t:a~bon , (eeL . 5/32in. thick (5/32in "l r' ~J I-~lifim)

c. Low alloy steel with a ridd tl"ength of 970 Mpa (ll!!f1sr''l! ~ 970Mpa ~;·J~fr t ~ (l. L.(mr c,y'ljmi · la.inles~ slecl i~liR l' ~if'.J) e, None of the arlOl'e (;t.J-'~ i:: iF' - jill )

Page 2: AWS D1.1 Code Clinic Exercise Questions

AWS D U ode linle £Xer .ise QlI Hom

2 .1 In oontmct documelilS . weldil1g symbols without dimens ioll to indicate groove weld detail, are

(1'1: ~ rfl~ r FII ' frI rt~ft:j; ~ IW~ I !ij'1~t;: • J C.j'l fJ' W rpf.: ~ : ) a. Mandatory <"irjW ) b. Recommended ( _ ~[I~/'

c. ot Ie mmended n ~~)

(I .. Only co be used whell reinforceme·rtl i ' required nnl 'i'EI~'P"i~'fflijl,~Ij)

e. Only required whell Joint will be cyclically loaded H! 1 J ~H1 tiP firUqli'i~pi ~~ ~I ! ' ,

2.2 Pille( welds QIl the ('ppusiv' ' j .... e of a " OmmOrl ])jarte fie " On!ild axe reqllin."<l Co be C:j' - 11 .... Jf /=tl

rfiP f'YtI:rIY - WJ ~ "J ~.~I Yrr~1 : ) a. ContilluoUli all aroulld ' I J! Wl

b. Interrupted aC the e/1d..~ of members ( oj;~ Ii' IJ~Jsrrri fl'lfi1 e. Interrupted at oorrunon corners ( ;'±:tl r ~ i'J ~ 11'tr)

d. Boxed (returned) at oommon comer ' (tr:tl rfd " 1~} Ff1) e. None of the all<.we (;t._ 'C f~ ifi' - jJll )

2.3 ''&at i til max.i mil m iz o f the fillet w ld >f a lap j oill t of member 3f8in. thick ? (~ rt 'f;r 't ~ 311:1ill fJ¥~ t,&p WJ E"I~~I ~Ifr\l-'... 4.'I 1:!: 't 'J.> ? )

a. 3116 in

b. 1/4 in

e. 5/16 in

d. 318 in

Any iz' at d ' igller's option exc pI if (.J'd ically loaded ~~ -"W{lJ .. Y'fl~fc' · ~iffi' n ~ E Ifi' L,J, 7J )

2 .4 How all: transitions ill (IIi kness of a groove joint (0 b m<lde '1 (i~'r r ~ fifi(r~~F~'f,J~J! : ) a. 'hamlering the tbicker member afler welding ( d~:aJ 1~~ii!lJf;l ii'i1::; ,"'i &'1 E" p b. By chatl1fering too th i.cker member bdore weldi ng on olle ~ide only ( -;';t~ij!ff"1 r~. t.ttl ri

rJ.J- ~~i'::; ~ ""jl

By chatnl'ering the thicker member before weldi ng n both ~ides only Cd ~n:~il f!L fft'J)! f" ~~c jf~ ,e:; ~ "1)

(l By sloping lite wel<~ 'urfaceO f~ 'W~f I~j~ ::: JJTF.lf· ' lMi~ )

e. All of the abo e (,.! C'-'IT 1, r( I) 2 .• ' \!{hat i. the rnaximum allowable " tre!.s 1'0 · err groove wegd me!al "piking: I\VO ASiM A· 36 ~tee]

n IHedulldant members 01' eqllal till kneL and Width, s.ubjeeL 10 loadi ng or 2)(1(f; life r.lme srres~

reversal . <lSsum~ng tb weld rcinfo[{''l:l1K'nt remmm illId ill l uch joints lU'e to be mdiogmphed ','

(Jitlj~lII!~ f'JifiilrrJ~'f,P ffl~ ' ~J AST 1\-36 W,jY ~~f~:jf r ' 'i.!:: ilil~~W~li''T' ~fi~~:':~

<IT. r Wt'11 fifIfl1If:I~ , .... :tt~ rf.l ' oj; P~' 2x I if ¥!~fJ1£lrJ J 1> ~1Il 'j'iV1.. W ~ l1i~fit, r If.,lCJ ~ 'i'J' ~ "'-.". ir~'J J~ '!- 'ji ?)

a.1500 psi

Page 3: AWS D1.1 Code Clinic Exercise Questions

b. 10,000 p i

c. 13,500 p i

d .. 16,000 P i

J8,OOO p i

AWS D U Code Clinic Exercise Que lions

3.1 ""'hal j . Inc mini mum len .j ~<.: ' lrcf\gth ohle '1 collfomun!! 10 AST . A 572, grade 65 ? (rr f l AS'rM A "12,6" ;J'.&~Jlj~J !tIl '1"1:': f~ '~f i '{l ?)

a. 60,000 p i

h. 65,000 p_ i

c. 70,000 psi

d. 75,000 p i

e. SO.OOO ps i

3 .2 What i . til rc t] uircd minimum prehca! and intcflXl . lempcmttu'c for I in . thick API 5L gmd' B

' (eel eldr;..~ will'l nu' C()'-'-u ;rrc w-Min!!? ~t,~~~, IN;;t,', :'I-» ~' ~J 'lfl ~ I in It.J API S , D ~~fJ

l 'J' if#::: 'IV rr1'r.~lt 't 1::1: 't. 'j) ? )

a. ISO'F

b. IOO'F c. 50 [,'

d. one (~.)

c. on ' e. cepe kf a!llb iCI1J( lempcral ure is ;;;;; SO<F fi:.' ~ ;'I=~'rr E!-r -'...~, i!)I n, 'J' ~~ m~ 50·F)

3.3 Ma}' a gJ.' ve prepunli(1Ii ,Jr;t,ded 1'01' S W be p 'e..J Illichanj!e(i 1,) . F W pJ'e£I',I'lr . ..... 1

\/v'PSs tt!: 71 ~ 'W SM W fr.j; ~ I r'f Ii\" 1~(fi' r ! ~ ' J r: CAW M ~r ~y wps r'll' f' =-f:::: iji" a ~ ? ) a. Ye. (li' -" J )

b. No l fi J'I)

c. a ni if Fe W i ' used ill DeEP nlo.:Je un J fpze.;t!, ~ ;.q,< rtJ I ~"J.I ~ jf.1 nt' '" n i!i -) d.. Only when elding group 0 1' gmull n leel a l'C being welded ( F. )"i I ~ I '11 n ~ ij~i'~J~H'tW m~p

e. Only at designe ~ Opli')1i e cep( if jOili l ' al'" ' M.ici\lly loaded <f?t • p~j~ , FMI=Jl wl:!F'-n

3.4 \Vhat i tile rangc of groove angles for joint desillnation B -P8, a fit up ? (BC-PS ~t1fP W~./:it

Ilirl'I# ~ I " jlt ~Il:! ?)

a. 45' to 5

b. 40' to 55'

t;. 3S' to 50'

d .. 30' to 45'

c. 25 to 40

3.:5 \/v'hat is til m;,v;,i mu m dcpth of ocvel Sl for joint de . ignalion B-U3c-S WRen welding 3-12 in .

platc 'I (3- 1f2 ~""J 'f;rp"-.J. lt B- U3c-S 1'1;:trl~m.fj w,·~ ri?£'t Slfi;l""-M'i-')r?)

<1_ 1· 1/4 In_

b. !-l18 in.

Page 4: AWS D1.1 Code Clinic Exercise Questions

e. I in.

d.. 7/8 in.

c. 3/4 il1.

AWS D U ode linie Exer .ise QlI Hom

4.1 Plug and lot te ts welded in the horizontal position qualify a WP in what po ition( )? ( . I:!!I'r:t WWl~J 111 I~r ·~~ l1~ii 'tf:![tl?) a. II [1'1-1 J r" '~ ~Il h. Flat and hmi7..ontal (.::I W 1"1'fJ ~ f:!, ~(

c. II except overhead ~~ -, . F.llJ:il !" 1t It-r ! f"J f:! ~I)

(I.. HorilC1l11al (f/Ji!l e. None of toe abo,re () . J ~. 1'~)

4 .2 A !.'move weld qualifLc,aHon on LI2 hI. plate qllllLiIlC! a pnlCed ure fo r what !'a.l1ge of tIlicklle! ses .~

(o'f 112 f. -[ t~ ftJ--~ 6'P':Ji'J; ~ I fj ::: ~ ' i:;:Jj1~VJf,iit'f,J t ~I?)

a. 0 10 I in.

h. 0 to 3/4 in.

c. lI8 in. lo 1 ill.

d.. 1/8 il1. (0 3/4 ill .

e. Non of the alxwe <F J J-' 1-A )

4.3 \/v'llJlI diameters of eien r<)<Jes are qualiri",'(j oy II pl{OoC,.",L~re I • l llsing II 5/64 in. Fe W ele(,:!ro\.lc ?

( ~'1 5f64 \ 1 1f?;t',f~~:;'kl'7fI_ ltf tji'!' IN~fl~I~~:;'~1 ,~f.l ~f; 'J;,? a. All diameters ( E'fi-1 J ~I I~ ~J".i' li, ,)

b. 5/64 ill. only po, 5/64 f..J ~I ,'~~:.r"l';I~')

c. 5/64 i ll. and ,n1.:1lLeJ· (5164 4t 7J WI j;'~ !Tl. f ';J &'~:;,) d .. 5164 ill. and larger (5/64 *-;-J ~1 1~}.iJJJ-~~/~li~,)

nOlle of llie aoov (!' U- ". 1'M)

4.4 Maya qllalifLed WPS for a CIP "roove weld be u ed to weld PIP "rooves ? (r illir I ~;~';= '1i ~i~::: !.'r~fi r J ~ I r ~J~-ftIl;}'1;'~fl~Jt"'~ IW~P~?)

a. Yes ( fi'.1 j)

b. 0 q- rnn c. Omy whcn used for T-groo\'e jo' nis witllll superimposed fillet eld (~H I ~I J'If' T 1fJ~ ~!rIi

r If.&!~i~J Lt-"Ii1 E"J~~ d_ Only If dcsi~lIatcd weld SIZC isdcmon~tr"oIlcd bytllrcc Macro cclions HJ1Jff.;;uffi ·~l.J. 7J ~ J

W!t~~: iW1~ mPf'l~ J1rll"&f e. Only il' de. ignaled weld size is hecked by on-job macl'o !<e.clioD. (f. fiJl~~P:fFt!:: l:.J. 7J . ~JtJii

a"'~~:tn'1~ · l~Nr~lli$f

4.5 The minimum lenglh of a T.joint weld t - t COUpOll or welder performance quali Icanon is

( £o J : ;J T !f'J:ij f-f1 E'-J~J1W~t!.!TJ 'J".J.'U:!:~"fi?)

a. 6i n.

Page 5: AWS D1.1 Code Clinic Exercise Questions

!), 7m. c. ':- 6in.

d .. '=> 15in.

c, 8 in , minimum (p '1 8 ~"1 )

5 .1 How many lime may tow hydrogen electrode be rehaked ( ~i'l ~ ~~.i\I- $ fi' r' / ~I f"T";:fI: ~~~) ;i.' ? )

a. Once (- . "J b. 1\"ice Wr-t.') c, ot Ii mi lcd ti:· J Il: flU) d.. NOl Ii mited , "xcepl if coati ng L~ damaged ( ~f,.:' ~ I;[,'~ ~ J

e. NOl pecificd (f;':'J 'I Yr)

5 .2 Whal grade 01' grades of steel ~hould b IL ed for spacers? (i-t pffWJmHfi' n cll~~rr-? a. Any approved (Tabl~ 3.1 or Annex />"1) b. e nl La] (trT'rt;t1- 3.1 f1Yf,ft ~ M IW<~' ~J -3.1 f: ) h, Only kd~ .. r (he 60 ksi dil~ ( n 1 60k, ; ~T;HUrJ~H)

c. Any approved steel malcni tlg lhe weld metal ( f:: ffi' Wr:~' ~~j~:;'J ttF' r"fIj'4Jj)

d.. The arne as lhe base meLal ~:!J tHl-lr~1 ~J~tt

c, n}' g)'atie uf ~(cel, ,,~!he '11",:er will be gouged (l ui during we.lding E ifi'~~~p'.J~t1· • [""-I ,'iD

~r1"-oj;r.~~ ~qJ~l]tr)

j . ' Whal is !he allowable deviaLion from slraighlneJ _ for a 40 foo t long primal'y iru;,s member?

c 1' 4() ~""1 ~ li~J~ ;P:-Wlf-j 1-t"L il"'l1~I~1 ' !J.(,fl!l -P:f:!: LJ, 'j)? )

a, 112 in ,

b. 7/1 6 in.

c. 3/8 m.

d, 5/161.n,

e. 1/4 in.

5,4 '¥hat i. the allowablc var iation between rhc ccnlor line. uf tbc web and nange of a 30 feel tong

bUill-Up l-tleali ? (30 :Jt"i ~fJ~~~: ::j · 'rJ;' fJ11~r;-fll,~, .!lt·~·F ~rqF I '·<"'~~llp';J-'c~iJf" f'~l:!: ';"'Ii" ?)

a. 112 in.

b, 7/1.6 in ,

c. 31 in.

d_ 5/1 6 in.

c , 1/4 in,

5.5 \Vhal i allowable miS;ali "nmenl belweell members of a butt j oin l. under any circun laTIces "!

1± i= ifF fJfllW1. '_ ~ ~" ~.ilt-",;;;- 'i.-·r?) a, 0 misalignmerll penniUed l".:. ;; ~~ .. ) b. 1/8 m.

c, J 0% of the tbicknc oftil thinner mcmb(..':r (~it\el ["" ftr 't~:.r J 0%)

Page 6: AWS D1.1 Code Clinic Exercise Questions

AWS D U Code Clinic Ex rei Qu lions

d.. 1 O<',{ of lhe. til iek ness of the til kker member (!ji.t. Wi 11''' ~ fl ~ O<;ll,)

3116 iu,

6.1 Who L resp mible to en~ure lhal weldillg equipment COIl~ rms to the provLioll_ r 5. ~ 1 "! ~.: p::qtl jf;!~J 'l1f'lifl] . ~ 5. 111\lt..J~P"\:::)

a. The conln 'lol' jlUll,. )

b. The ellg ineer C Jflfl) c, The welder (~ =: ) d, The weldi n!! in'poclor <'~ f" wur l)

e. NOL pecified n~ i] l;fH.,9

6,2 WhJlI owcimurn depth u[undcl'cut is perrrli ued inll'amvers . ' pli<:" of prirrulI'Y members '> tt? p~ f~HII , ~f'lrf il'~J ~~ I~P .... , ". ip~"f~ ?)

a, 0.0 1 in,

b. It3 _ hL

c. J/16 in .

d, one permitted (1' '" ~ e. ot specified a;! ~ ] ~' :f )

6,3 E"<:'pt for sliffener-I w",b j(.inl ' .. (he maximum d ilulvl 'r of pi1)ing I:>orosily i.n fi.llet wdd ' i '

~-J Jl\lfj"II~ifjfl~!n~ J ' l'l~i~if!'fI)f~,:;t'1-' ;~jf.I....I...".:;;- .~ "??)

1132 in,

tI, 11[6 in.

c. 3t32 i ll.

d, liS in ,

one of til ab<wc () ' J J- ~ . !fll~D

6,4 For a groov welded leu 'ion member in 3/4 ill. plate, what i the ma1(irnllm izc of fll iOIl

di ontilluit}' penniUod in a statically loaded membc..'T ? (~3/4 -'ft.] t~tf" 'J-o~' f4-Wr I' ~'B:

p'/~fjlr.'i>~~j , .; 1 fl ~WM ... , ~I~!m-....I... <.J:;-]:f:J. 't. 'V?

a. 112 in.

b. 7f[6 in.

c. ltS in.

d. 5/1.6 in ,

c . 1/4 in.

6 .5 For the j oinl in Que lion 6 .4 . whal d signation no le type IQI hould be used (~mr~ I . 6.4 rll ~

.fP~ . 'll"lffh f' Hi.~ ,J;:;·~'rr¥~'Fof-?) a. JO

b. 12

c. 15 d_ 11

Page 7: AWS D1.1 Code Clinic Exercise Questions

'. 20

6.6 In what ciJcmn lan , if any, can a CWI who certi lcation has-expired, accept D J. I work ? r;' It .. UJ o.. - flFiIfi.ii ~ I~~~r-.J C\I-Jl F ]'/ <'t ' ~t~ Dl. 1 r~~!J_ r~ ? )

a. Not J'IeI'miued due to expiJ'y 01' ceJ'tiricatioll l .l~ ifI" ' [+JrljtEf; ;;'" ~Wf)

b. Req lIIire. en, ineer approval (jllJP - ~ j l~'

c. PeITllitlcd with a curfCnt vi lIIal acuity t .[ M'jr,Iij. ~ ~ W~)

d.. Pel1miued with cU!rent vi. ua! acuity test and eng.~neer approval (rir.; '@l~~·-t m ~'U:JI:::

"h!~flf!"'l:') c. May only workas a CAWI n ~ a~ '~t'.1:, )J . 1J.!r.jf ~~p . r~}

6.7\Vhat i the e sential wi.re diameter (of wire type IQI) for the joint in Qu Lion 6.4 (~~PJ![l 6.4

FI '1t.J~pp~r, I lt.;.!>t~H J . D i':t ':!l.i 1-' .;j p~I~~jj1. 1 E1:!: 'ir 'J;?)

a. 0.010 in.

b. 0.013. in.

r;.. 0.016 il1 .

d .. 0.020 In.

0.025 in.

?J What action is "cquired if a crad J /4 in . Long. i. observed in a standard • IS in. tlld head -r (W.f1J 5/8 :r. -:-J ·Jt~E-Pfirrriln.l- r'~ 114 * 7J ;-..f!~:\r!' ' ~]~~1::rv ri :6~7 : ,

;I. 0 ~u,: .. ull > use II ' is ( llt~~ IJl.t ~ , f)

h. Rellalr cl'ad: and 1.1- e U,*fUP.' ~ l'3i.fib~ l ]) c. Do not usc , replace stud q'ff= r~ .. I . ~I~t"")

d.. Suil able onl flltcmlerule elleaS.cd IUds ~ J n: ~ I Jflit"'t' jru :P £' p~J~E)

". Notify " tud manufacturer (Jfj~t~*~~Jfi jifj)

7._ Th1'Oul1l1 whal al'lgl ' aJe lhe uaily 'Iarl op lest slUu ' (u be· bent, a' uming 360' D" 'I1? 1'I .jJt;l§t!'.l,

360' , d ~:;'p-9;S#'J¥ti~ i}~~6 ·~Jj .1 - fit~ rl~~~rl " l'~g i- 'ji? )

a. Bend te I nol reque ted willi 360' !lash ~~J1±t'.t 360'lliljl jr,1 ~ ' . ~ II~~)

tl. 30'

c. 15'

d. 10'

e. flO"

8.1 \Vh.lch of tn foltowing is Ilot a recommended method of cyclic loading improvement ',, 0.. :1Up1Ir. jl!iJ -f.J#' ct: rr~~ " ~ f.I' .' i1fifl~rt(I~i " l l ~~:tJ~l~%.iRl ~I ! ?)

a. Toe g.t·i l1d~ng. with a cal'b ide burr r l)Cflcj I grind.e.r ( ~I J~J.;.,'mn· jl1i!lfW" rt,f.,il i!t b. Toe grinding plus hamm r pecning (r ~tr.!rrr--7P . - )

c. Toe g1'inding rl u ~ ,hut peening ()f Inc wel.L l"e~ (J'T~ f:t-'rf 'J[lW. -?. rill{) ~~ )

d.. Res haping or eld toe. by TIO weld ing. ( rIG I~ Hammer peening of weld to . (. - l!fi