,t'-. -\a

ojotr\t\ttu\r

roa No. l40 4PacE I oF b

Pel.{ e&{Ttl5 ${ lt*prr-r ffc n"c rn6 r€:L Sfoz: * - GbliTlrl< 5r-69 L STLucTuR6

ry

,7r''ybdcrl Lqt {?-/-fi e

e

CLIENT

LOCATIONL{ r} o rlu1 U he{

/g

Y

"g'F-|

'1

sotr)

y,fo6

w

0+

oo

\o

'.7 j

-.Jr{

",';#-

, o('o

tt'

f

lS. 066

CON\]-O H ST€{gL S?A.UESUie-.tr

r-.)r-!rLJK pEr"rr|.tTrJ$ tri p 8y*h{rrgfgf{ S]*srt F,**t,,l-6rer:fa*.:* ,AITUK /$NaLtsa pLas{g Fnnr*fa-rp&{.rsu€p..sDL F,oN L-or.rGt-r L$t;;L ure?ci,ons;Hor.us DiLl Har sFcaE4 eeseL:-1ur+ar{ (se.acr

NoT6:

f,ler-f)

rylaor8 :

TABLE 3-1

PARAMETFRNAME

DEFAT'LT VALUE DESCRIPTION

/l

Fi

|{Y

l,.r

t-Y'

r_.2

+ .1, lr,-.t\,nr.. tp

l.0r

'in

Member Lengih

Member Length

f i.Jt,-.,,r*.i ' ,,.i '*.,', ( L 1' {'"}tYt* }'/'rdtl'q-

* rnoc,o'X:r, .ilf. r,r1rra'.-,

I

K voiue in locol y-oxis.Usuolly, this is minor sxis.

K volue in locol z-oxis.Usuolly, this is mojor oxis,

Length in lccol y-cxis iocoiculote slencjerness rolic.

Some os sbove'excepi inz-oxis(mojor).

z r-YLD 36.0 ksi Yield strength of steel

3 i{5F'i-

ln Net section foctor fortension membeis.

4:.;i,.ji* .1.r

rt'irl i {;, to:' .,{t i q..

I.'

I

Member LengthC LL) ilnlc,oQ $u,{i',(

i-i_'oL1' Unsupf,orted I"l$\ ior colculc,iing

-:-/- rr'-'.4'-.#':.. joilowoDle Denolnc sTress.

s: rh.1L:- l-0 Sorne os obove provided cs c

frociion of octuol nrember iersi-h.

I

iAi

i

' .-tJ.l.0

Cb vciue os used in sectior-. .].5

0.0 = Cb to be colculoteC.Any other volue wiii meonthe volue to be used in desiorr.

.|I

,iAAIN 1.0 i.0 = Mein member.7.0 = Secondory member.

Iqqv

SS7-

0.0

0.0

0.0 = Sideswoy in locol y-cxis.J.0 = No sideswoy.

Some os obove exceDi inIocal z-oxis.

/'Y\

holo tirr

..1,\( < -',.'i d I(.,,. (^ cb i., t a., .-

sit i

a,L . o-!i , I r. r..tr' ci'4'

I',i {:. i: <)t {

a'

- *'' tt., --r/

,, lE of 8

T,ABLE 3-l {Conrinued}

PARAMETERNAME

DEFALN.T YALUE DESCRIPTION

I CMY

cMz

0.85 for sideswoyond csiculored

'-' ffi"_[B^oud.) Cm volue in locoi y & z oxes

lo

:

te

TRACK 0.0 .l.0 = Prini oli critiesi

member sfresses0.0 = Suppress erificsl

member stresses

DMAX

DMIN

40.0 in.

0.0 in.

Moxirnum cliowoble depfh"

Minimum qllow,rble depflr"

RATIO 1.0 Permis;soble rofio of theoctual to oilowoble stresses,,

r1I

I

WELD

tsEAM

I for2 for

closed sectionsopen sections

0.0

Weld type, os expioined inseciiorr 3.8. A vsiue of lwill nreon welCing is onesicie oniy exceprt for wide*flonge or tee secfions,where ihe web is olwoysqssumed fo be welded onboth sides-

A vslue of ,& *,ill meonwelding both sides. Forciosed secfions like pipeor tube, fhe welcjing wiiJ,*l;*lxxig:*_0.0 = design only for end mcirnenfs

ond il,ose .qf locof ions specif ie.ciby ihe SECTiCN tommqnd.].0 = colculale momenf s sf f enfhpoinfs oiong the becm, snd use fhemoximum, M., fo, design.

tsWMIN

WSTR

l/15 inch

r).4 x FYLD

Minimum weiding fhickness.

Allowoble weicjing. stress.

' In the cose of no sideswoy, which rnesns the member is restrqined ot both ends,the Cm voiue is compufed bosed on the formulo in Secfion i.6-l of lheAISC cocie.

ffiu _ 4nErrrrsr 2 6t)^ A PaG€ - oF _

JOA ||(t- 'av 1CLI€NT

LOCATtOI{

,uorat 4

o;oqt

{tu,t

6zo;UG

NO. o I 2 3 4

OATE hg.^'4|.BY lwR€VIEW

CX€CX

APPfI.

ho tn€rl1B6 R bef,ctatPT.to,.{ PA e,{,F4e rF R. KtraRAN GAr.t

I loiI ol ,I lr l I C*!.s*n

Gfu;*

qri.sl<idtirLj

uizi<jJI4ittr :JiFUr--,--ei4t.-

5'9rx

$r

Q(lrtlr4i

-; {I-t' I

Y;31--r !

0lUI

I

fI

I

I

I

I

I

I

II

I

I

II

I

iI

i

I

II

i

tr1 = o"8Vz= z e r

X\ = 4.": ln

-['* . f,'oo tn

'L q. 3.oo *,1

L$ = ,S,oo rn

h.+ r a. r0,cl€ ? = I,zoL I = 4.oohrrQi = S'oona

*l.,^o lcl;f,

II

,,a

Aon @

" .G)/':\

'\ \92

"O

6)G)tDow/;-\\eJ

@€

r;\l3lt-ril l

/:: \\J

o

oori)

@o

o(to(z)

o@)

€)@t-l)t..'J

Jcq = , o.6slr\ = t.z

'

3{

-Jk

tliti

:

,{

['"t"]1 {4"n

-

\Laf'ti*" | : Lz=,l

\1 d*

tr 3

Aqr I

;Au

hlrnOn^l6r

rl

t\

li

a-f} + ls 6w

e{-*4-!* &w

A + $ 4 i * S'm

g +.6 *- df il4

a*-6 *.ql? Yld

-4ry=

flre**"t **

,{+*

"4a *rl

wI

2

,'t yI

l ,lq:I

3: ,Ay*

4 '. Jy*

3 + ? 4 l+ fl * #l.}-

2+ ? * l + L' cJrn

3 + 3 + t 4 d -* $*'

e + S4 J*"; '*$Yr'

lirg r rsp (u u -St'tAy) fl ll* f nn ,

I

tn "-'Srcc rc w frel

b" i6.r*Jqs.gr

\revuos fl{.{'e C lt8.t nwc.)-+sOJ

{'rror*Aa, l: L7" 2.oe6,

,G, i'txf'.--/ 0. Zt3"f.l =6wr'. han'{,e/ |" 'L?*

Btt Rce U d UIrJ - BpnceD F F0 tyt6

E

G

g

ti

f""

f"'v---ll

-}[,oo

2oaI'r

L6.oo

d,t y

+.

ffirc}rrNfl J Bo" *. l4o 4

PAG€

-

oF -.--

CLIENT

LOCATION

spa.recr (ttn'onta (Jhef

otoE\t

tu,(r

zo

;&

NO. o I 7 3 4

OAT€ tt\a^'4|.8Y NR€Vr€lv

CH€CK

APPH.

ho IN€MB€ R DesctalP i-toA PA RAt.,1ETg R. K e raeAN GAr'l

l

{ {*0rry r.

I

l

I

I L+tr1rr n

I

I

I

I arl**"I

I

III rtI L-o'{Jr lnh

K3= Zo I

ic?= g-8QV' 6'ao hn

.tz * 4.po vn

r r.I)ai-wc., L'tc[

li

t!

6) ,:io,* C,@ xu,'. (}@ ,,-r o'a (f:)

@ ,,o

Elzlt

l\ g_ t4-t

8"ac**q

F,.oaun ad

lcg,l.Zo I ,, O ', @Icv=0"6{ I C ,ALX= 6<t.,n | ,, G) , t,.)t'?". l.{ro-*. I , fi , e)

I

,:t = t. 2/) I (rt 99lcV, 0"65 I , C @45-s.oom I 6,

"-..IYr.3"oawi i C , (,I

lfl= tz i @ @r

icr-- / t L, tD O!,t=C.oort I , (i {pat-- I'oor* I o- i4s ' norffi-'lW'Ey=14]=r.<,

i

d I '.*r.i.:.1 = l<]=r.c, I +-nuixi = 6')o*'

r ., r,o 6 .,,

.8+ = 3-3rh l*;{ '':'o/o-'"'I .'lhnth} o rtlg'$ '6 'r'I

I

It\I

I

I

ffir:ltvtit APAGE I Oft4a 4JOB t{O.

CLIENT

292UG

xo_ 0 2 3 4

DATE t(ra^'4tBY iilREVI€N'

CHECK

APPR.

LOCAtTON

SUBJECY

ho to€m6gn- I oes.r.,er,onr PA Be.seTs R- Kere|rAN GAll

I

lo

l^t5

E "o*

,t"ao*

itI

Ili!

\ t rf-\ i rrp/ *{L #il1 S {"rr* T

z rl!-a7

lirelm Lr;5

y."L[ $.""51f '

tJLb = 34.14 lcse

*J"ua Z\oo Ogl"r"

N5F,

O r.ise=..6t71(=

"'?s ro ss)

? T^oontu'c Aofr.o,^\dd

-) pe JX3.**7"* '' {.,J u 0r.. "

NEF = nal [n"Jto, F-.Cn--{." " G n !,",u, hno *'' L*r,

Al *"" .,nq {n r*.on

;*?*l .^,.4,

or''05" {*o lr*|u*"nu., Ar^n

3. Bn.c t"3

otoErt

rt

turr

5 - 124 . Commentary on the AI SC Specit'ication ( 11 l1 178)

be conservative in case (f).

lVhile ordinarill' the existt

cur)Dort for tier building frames

,'i ii"i,t curtain wall consrructton

."t^rrtotia"a with a.posirive svl

"1r-r.i. ""rt' t he bending sriffnesr

* "' ir', this case the effeclive ler

l. is dePendent uPon the amout

"ionl i"rnnurs entering the ioi

i#ui"*A sriffness. Provided b1

of the unbraced columu segmer"' "'S"u.rul

rai'ional methods ar

.,i t he coiumns in a laterallv unl

curacl'. These range lrom slmD

i" irtr. c1.6'1 r'o 'erY.comPIe:

framing members has been ma

;;;;;J a fairll' raPid method f<

--l n"r-rS, op. 260-265.

I

a

Fig. Cr.8.1

these conditions are approximated in actuai rlesign' In general' these suggest'ed

values are slightil, high;, th;;their theoretical equivalenrs, since joint fixity is

seldom fulll' realized.If the coiumn base in case (f) of Tabie C1'8'1 were truly pinned' K would

actually exceed Z-O fo. uliu*u such as that pictured in Fig' C1'8'1' because the

flexibiiity' of the horizo"*t"i *"*U". wouid pievent realization of fuil fixity at the

i* "ftt;;;1"*"- d th";;;;; hand, it has been shownl4 that the restraining

influence of foundatio"rl"""" *rr"re these footings are designed onll' for vertical

Ioar1, can be very ..rir*i."iiui^i" li" "ut. of flat-e."ndecl column base details with

orelir::ary anchorage' f'"t lftit """aition, a design K-value of 1'5 would Sgnerally €

K.vALuE tII

II

TABLi Icrtt

Buckled shape of columnis shown by dashed line

(a)

I"fA

itrlrl\rl

I

II

:b)Iv)(

I

\l\lI

,,),

t

(d)i

(e)

ttii?Pl/l/lllrt,lrt,lr

I

Im7TII

Theorelicai K vaiue 0.5 0? 1.{ 1-0 2.0 2.0

Recommended designvalue when ideal condi-tions are approximated

0.65 0.q0 1.2o.

1.0 2.10A

2.0o.:,

End condition code

"ftrY

ry?

Rotation fixed and translation fixed

Rotation iree and translation fixed

Rotaiion fixed and translation free

Rotation iree and transiation lree

ii,,.i;l::.i r::1 tii. , :.

it . )

i, i'i1iii.it ]:li !ti i1! ;

i! i:i11 ,;i

.1.: i i.

t 1n -B tta(t (\

!=. r;.1 ;:'.e"

ilr" .ri: ;

Sidesway Uni

Aiignment Chart for E€

tA^ AJO8NO. r- i

)J, LaamKfi^a e r,.nq$

u

oj@

0tlf

<t

ttu

fRPAG€ " OF -:

LOCAttON

,uoa"r 4

NSF '

l-:'sl

Ilol 5n u,.'o T-j - l- -

'' T.n",;" ,.'.* r' ,1 ' itn

l{i-,."",,n:,,-*J*f, oon.,t *og",o t,

* hnou .!." c*"tu,*ur

i \uss, j

F0.,'le--" il' n* ,.tr".ict

,.[c,{e'r! l

'Iu4o,wtt .--^ ,,, q,-, {.. o i l?cil ct

*. JJ!-p ,,,

, ^ o( .tn ,e.tru*t

- .t-l I r.

.','..'...v

I^!rilu Lr''i"-'*I .dou,* i-*, u*

",..r",.i.*ir-.c, . i. l :, da*

gpNsF=o.8s

)

\!pf.Lb.pQc"ia

Ilr:I

ICA *sF = o':,6r

i Ah{cr^ .vg,rr.' 6{

I [t")7olt., &

| '.' 1"" ' !i ',1 ,

i.{or oc*,t iIt

oufr

/7''{r.l./

"L

c\

!{a "q(X d t c,t,:t

'1ri,"i;'rl"!,

a i tn,., l{ -ii.'"eo.

{a '. it r'cn" f ,,' L.( ''.c

n ,:, i, ,,tr,,, u,r-irt,{n' Uu,?-L ui- ,-o,, i, --

zo

(

NO. 0 7 3 4

OATE lrv-'41BY NR€Vt€tv

CH€CX

APPR.

ho i mer'n66'1 PA e,cF4er6 R. Kera{r.AN GAJ.{

Cotqr"r

I

ffiffiff?r58

JOB fiO.t40 4

taGE 6 oF I

LOCATION

,roa", Zt*ottm

2o

;c

NO. 0 I 2 3 4

DATE k\a^'qf.Y NR€Vl€lll

CH€CX

APPA.

ho IO6MB€ R s€scr<tP l.t6i{ PA gnr.aer6 R" KerapAN Gtul

l4lI

II

I

I

I

i

I

I

Ii

I

I

i

I

I

I

I

I

\.z-3

45

61U

CuLu*nl{

;I

io

I\

lr

. tl

j-

Jfu.r".t

n./alo-rvt

ls

'lru*rn I.C.z(,r,t*n

fi-{y c ,:u- Q

in5r*.t-r,to-t

'tII

I

I

I

I

III

lwam I

iI-.-*--*1-IIc"wlII

I

-- ----t"le-L!_ I

II

I

I

l

t

0trLj

II

\

tI

III

Iit

!I

]

u$ i,:

: rdil{.

u r':iigj i .'l ,'r

i\

*-:--oo ltt T.e.4, *&* *n^.{ il,*l"L

a&a anot LJ.{ qc,^.i

r'p*of o, Cow y*'-r), po,r.L*t* ho [o

' &olo* L"..{^'l.,+*J , {4nq.r. colo{.,,, -.

,lr*l*o &.^1, * l4c,nc,c

C.,v, nr.l;.lo* uonJ*o or*tL^!-"1 & r, to-non .,\d toit+ .b*,{ { fl,,""A f tr,.t -,l\

11."/

(, oo ln

6- * rtt

t;l4,.1 ii. i ; i. {l

: l,Ot\

f--ii ,", J

I

CE Cet (e,.u -J; -lu . '*'l'.' tus

ktl"' "' r''

P^cE 7 oF IffircttrrttJO8 NO.

t,ln A,1v -1

CLIENT

LOCATTOll

SUBJECT(lY^o^\d U6U

q

C":tu.*rr s

n t/dt t 4 i ?, "ac. rnc s''!il

.f +, a f.tt* u i

te/&B

9., io

lE b no*

lr-aLn = I. <:

n4{n =. l.O

hcrarn = f, c'

ss): o,oe.5 2 = 6'o

Cw,

C. rn

Cn l=c*I :C*rB =

Crn3 =

CvnZ =Crn3 =

-x?_(t -t-

o. fJ"9

l-o

i.oo. ii9

o "8fl.o

f-c)

l. o

+3

-t

;\)Ihdu'\0t

l\),J<dU

\JieiII

lo rrIl. ,

'rr\ €r" t 4.^^

L.o*s g

Cetlrv,nJ

i3 €cli*( .,

{" *{.u ir l' .(" r'; d*

BnoctnS s

TeFClc= o.o

D

i'.IJ

na{

tt ti^

A.u',.

0, cll,, .

ojorrt

rf

iul

PA Bnse r-r R- Ker-RA\r cA.^ll.)6r,lB€ R

z

UE

NO o 't J 4

OATE k\a^'qlBY lwnEVlEli/

CHECX

APPFI. I

l'"- a-r n yn gn, ir&.*

(r"t--** T*ap,"4 f &u.JiUU-n-..trr- 3 clt Tt^cr

"- n (, ( or.c,.J.d t n,;{

.U$-*.. o.l F..c,".'c- Clo*q.iugrtn"r{}

Jnl-noc, rj Fnar,'t- / t-9 " " ii ta

-faArav p,t-n{ u c$ i r^r; *d , lcc""r uo..

i. €r.rf, Lr' s du; qr;r*0, ..{*u,r,*o "a.d-,,,\e.,i,u )oon&a,o,n|^a* u d

Cn cl tZ'"<-Q. ,'i 4( ite. J

,-

-l

iiilr; D:!.

r_g-l v

I

t----= - /.I f -*

ll DUilaa-t q..LL A\^arq L4 at (. ) ,t'ooJ-ru

t . tt' U (,oda!"1 A o"^, hn;[., cl.,s.I)tnav = dir., lrt, l.,,, lid"rC-tQcaiar>i Dn-* - ./,n n,,."

gffrilr5lJO8 NO,

PA.E B oF ?t40 4CLIENT

LOCATION

SUBJECT(ly"ovlt,d OhLl

ojotr\tst

nuttr

o2oaUG

NO 0 I 2 3 4

OATE lka^'qlBY At/R€VIEW

CHECX

APPR.

ho MSMBE R D€sc|rIP,i-I6N PA RAMeTF R. K6 TeRAr* {sAN

lz. a\fr-

^"*Brr.

i

,3 .i ill'ir: ltarf'b?rt>iI{!

I

i.i_rIi^"

t4 | ^!JL' I nc*Larn

Itiii

loeamc,

CnA*ngan&

bb\a cW'Sf

l, '!*o".*r,ds0,r.rrnnJ

a*A.L.raCv"t'S

d

B no*E

o.x&

Cd,t^rnns

RJ* = o.B

P-oJco = o.1

Ur &d,

BeOm = t.o

Fon ?.'ut.h\ahd^U &-A;

F-" T;"! ea, ;n -.[.n.onona-z0. o"l., a-A-'^.t,,] p"/.,., J*{ r^inot .l '^lu

!l'1:I:-'o:1 '*'nal e,^e A m lRa R".1.,.1

dN-.(N-A.h^ 5en-

0 o<rrns ,

6.ts'nnlrlnA

.Bnacl!s

Wej..a no{ cc.rcA on *Pr'r f y""l