roa
PacE
No. l40 4
I
oF b
CLIENT LOCATION
L{
r}
o
rlu1
U he{
Pel.{
e&{Ttl5
${ lt*prr-r
ffc n"c rn6 r€:L Sfoz: * - G bliTlrl< 5r-69 L STLucTuR6
/ g Y
F
"g'
s
o
-|
tr) '1
o
y,f
6
w
ry 0
+ '.7 -.J r{
o
o
\o ,t'-.
j
-\a
,7 r''y
bdcrl
Lq
e
t {?-/-fi e
lS. 06
CON\]-O
NoT6: o j o
tr
\t \t
\r
tu
r-.)r-!rLJK pEr"rr|.tTrJ$
",';#-
H ST€{gL
tt'
, o(' o 6
S?A.UESUie-.tr
tri p 8y*h{rrgfgf{ S]*srt F,**t,, f l-6rer:fa*.:* ,AITUK /$NaLtsa pLas{g Fnnr*f a-rp&{.rsu€p..sDL F,oN L-or.rGt-r L$t;;L ure?ci,ons; Hor.us DiLl Har sFcaE4 eeseL:-1ur+ar{ (se.acr f,ler-f)
ry laor8 :
TABLE
PARAMETFR NAME
3-1
DEFAT'LT VALUE
+
/l
DESCRIPTION f i.Jt,-.,,r*.i '
.1, lr,-.t
r..l.0rtp
F i |{Y
\,n
*
z
'in
Length in lccol y-cxis io coiculote slencjerness rolic.
r_.2
Member Length
Some os sbove'excepi in z-oxis(mojor).
:.;i,.ji*
Yield strength of steel
36.0 ksi
ln .1.r
rt'irl i {;, :
to:'
.,{t
I .'
Net section foctor for tension membeis.
i
q..
I
i-i_'o
Member Length L1' Unsupf,orted I"l$\ j ior colculc,iing rr'-'.4'-.#':.. C LL) ilnlc,oQ $u,{i',( -:-/- oilowoDle Denolnc sTress.
l-0
Sorne os obove provided cs c frociion of octuol nrember iersi-h.
.l.0
Cb vciue os used in sectior-. .].5 0.0 = Cb to be colculoteC. Any other volue wiii meon the volue to be used in desiorr.
,iAAIN
1.0
i.0 = Mein member. 7.0 = Secondory member.
qqv
0.0
0.0 = Sideswoy in locol y-cxis. J.0 = No sideswoy.
0.0
Some os obove exceDi in Iocal z-oxis.
rh.1L:-
s '
.-tJ
iA i
i
.| I
I
rnoc,o'X:r, .ilf. r,r1rra'.-,
K volue in locol z-oxis. Usuolly, this is mojor oxis,
i-
I
{'"}tYt* }'/'rdtl'q-
Member Lengih
i{5F'
4
1'
t-Y'
r-YLD
3
'*.,', ( L
K voiue in locol y-oxis. Usuolly, this is minor sxis.
I
l,.r
,,.i
SS7-
/'Y\
holo - *''
tirr
tt., --r/
4' I
',i
it i
{:.
a, L.
(..1,\< -',.'i d I
o-!i
, I r. r..tr' ci'
(.,,.
(^ cb i., t a., .- i:
<)t {
a'
s
,,
lE of T,ABLE PARAMETER NAME
I lo
CMY
cMz
TRACK
3-l {Conrinued}
DEFALN.T YALUE
0.85 for sideswoy ond csiculored
'-' ffi"_[B^oud.) 0.0
DESCRIPTION
Cm volue in locoi y
.l.0
&z
oxes
= Prini oli critiesi
member sfresses
0.0 = Suppress erificsl
member stresses
: te
DMAX
40.0 in.
Moxirnum cliowoble depfh"
DMIN
0.0 in.
Minimum qllow,rble depflr"
RATIO WELD
1.0
I for closed sections 2 for open sections
rofio of the octual to oilowoble stresses,,
Permis;soble
Weld type, os expioined in seciiorr 3.8. A vsiue of l will nreon welCing is one sicie oniy exceprt for wide* flonge or tee secfions, where ihe web is olwoys qssumed fo be welded on both sides-
A vslue
of ,&
*,ill
meon
welding both sides. For ciosed secfions like pipe or tube, fhe welcjing wiiJ,
tsEAM
*l;*lxxig:*_ 0.0
by ihe SECTiCN tommqnd. ].0 = colculale momenf s sf
r1
f
enfh
poinfs oiong the becm, snd use fhe moximum, M., fo, design.
I I
ts
0.0 = design only for end mcirnenfs ond il,ose .qf locof ions specif ie.ci
WMIN
l/15 inch
WSTR
r).4 x FYLD
'
Minimum weiding fhickness.
Allowoble weicjing. stress.
In the cose of no sideswoy, which rnesns the member is restrqined ot both the Cm voiue is compufed bosed on the formulo in Secfion i.6-l of lhe
AISC cocie.
ends,
8
ffi u
nErrrrsr
JOA
||(t-
t)^ A 'av 1
PaG€
2_ -
NO.
4
oF
_
6
6
z
OATE
;
BY
o
CLI€NT
G
ho
2
4
3
hg.^'4|.
lw
CX€CX
4
,uorat
I
R€VIEW
U
LOCATtOI{
o
APPfI.
tn€rl1B6 R
rF R.
PA e,{,F4e
bef,ctatPT.to,.{
KtraRAN
GAr.t
I loi
II lroll
, I
C*!.s*n
*l.,^o lcl;f, o
tr1 = o"8
Vz= z e
qri .sl
r
X\ = 4.": ln -['* . f,'oo tn
dti rLj
ui
zi
II
Aon
o " o '\ ri)
@ .G) /':\ \92
"O
JI 4i ttr
@
:
Ji
o
,,ao
F
Ur--,--
ei
4t.-
(t
o.6s lr\ = t.z
Jcq
5
'9r x
=,
'L q.
$r
'
3.oo
*,1
L$ = ,S,oo rn
Q (lr tl
o(z) o
r4i
-; -t' Y; 31 --r
!
0l UI I
f I
I I
I I
I
I I I I I
I I
I
i
o
;o
I
i
qt
I
{ t
I
u,
t
I
i
{I I
Gfu;*
h.+ r ,c l€ ?
LI
=
a. r0 I,zo
= 4.oohrr
Qi = S'oona
@)
€) @ t-l) t..'J
6) G)
tD
o
w
/;-\ \eJ @
€ r;\ l3l t-r il l /:: \ \J
-J k
Btt Rce
'ti*" | : Lz=
f"'
v---l
l
G
g
3{
BpnceD F F0 tyt6
\Laf
:
E
-
['"t"]1 {4"n
ti
,{
UIrJ
ti
f""
tli
Ud
[,oo
-}
-4ry= e{-*4-!* &w * flre** A + $ 4 i S'm ** "t ,{+* g +.6 *- df il4
,l
\1
d*
-
2oa
tr
I'
r
6.oo
L
3
qr
A
rl
u
a-f} + ls 6w
I
;A
"4a
*
*.ql?
a*-6
Yld
+.
d
,t y
w
3 + ? 4 l+ fl *
#l.}-
l ,lq: 2+ ? * l + L'
cJrn
,'t y
h I
lrnOn^l6r
I
2
rl
I
t\
li
lirg
r
+ 3 + t 4 d -* $*'
3: ,Ay*
3
4 '. Jy*
e + S4 J*"; '*$Yr'
fl ll*I f
rsp (u u -St'tAy)
nn
,
"-'
tn Srcc rc w frel b" i6.r*Jqs. gr \revuos fl{.{'e C lt8.t {'rror*Aa,
,G,
'.--/ '.
l:
i'txf han'{,e/ |"
nwc.)-+sOJ
L7"
2.oe6,
0.
Zt3"f.l =6wr
'L?*
ffi
NO.
rc}rrNfl l4o 4 o" *.
J
PAG€
oF
B
-.--
z
o
;
CLIENT LOCATION
spa.recr (ttn'onta (Jhef
ho
IN€MB€ R
&
-
{
{*0rry
r.
I
l
I
I
o
7
I
L+tr1rr
n
I
tt\a^'4|.
N
8Y
R€Vr€lv CH€CK
PA RAt.,1ETg R.
K3= Zo ic?= g-8 QV' 6'ao .tz * 4.po
K
raeAN GAr'l
e r
li hn
vn
lcg,l.Zo
I
Icv=0"6{ LX= 6
I |
I
arl**"
I
I
I I
I L-o'{Jr rt lnh I
,:t = t. 2/) lcV, 0"65
,,
O ',
@
fi ,
e)
,, ,
at--
Elz
8"ac**q
I'oor*
I
orffi -'lW' I
Ey=14]=r.<,
C
6, , (,
-t
o
t
o
E
\t
t
u,
(r
g_ t4
F,.oaun
a
d
,
@r
tD (i
i4s
O
'
{p no
i
I l<]=r.c, I nui=
'.*r. +-
i.:.1
xi = 6')o*' .8+ = 3-3rh
"-..
@
d
l\
99 @
C
I
!,t=C.oort
lt
,
I
L,
C ,A G) , t,.)
(rt
I
t
@ xu,'. (} @ ,,-r o'a (f:)
@ ,,o
45-s.oom IYr.3"oawi iI lfl= tz i icr-- /
6) ,:io,* C,
t!
I
I
r.I)
ai-wc., L'tc[
I
t'?". l.{ro-*.
I
I
4
3
APPH.
DesctalP i-toA
l
OAT€
r ., r,o 6 '':'o/o-'"' l*;{ I .' o rt 'r' lhnth} '6 lg'$ I
t\ I
I
I I I
.,,
ffi r:ltvtit
JOB t{O.
xo_
PAGE
t4a 4
AI
Of
2
CLIENT
DATE BY
U
REVI€N'
LOCAtTON
CHECK
SUBJECY
APPR.
ho
to€m6gn-
I
I
PA
oes.r.,er,onr
E
2
4
3
iil
9 2 G
0
t(ra^'4t
Be.seTs
Kere|rAN GAll
R-
"o*
i t
I
I
l
i !
\
lo
\
t rfi*{Lrrp
/
#il1 S
{"rr*
T
,t"ao*
l^
t5
z
rl!a7
lirelm
3.
Lr;5
Bn.c t"3
y."L[
$.""51f
'
tJLb = 34.14 lcse ?\ddT^oontu'c Aofr.o,^ *J"ua Z\oo Ogl"r" -) pe JX3.**7"* '' {.,J u 0r.. " NEF
N5F,
--{." " G n !,",u, hno *'' L*r,
O r.ise=..6t71 (=
o
to
E
rt rt
t
ur
r
"'?s
= nal [n"Jto, F-.Cn
ro ss)
Al *"" .,nq {n r*.on
;*?*l
.^,.4,
or''05" {*o lr*|u*"n u., Ar^n
5 - 124
.
Commentary on the AI SC Specit'ication
(
11 l1 178)
lVhile ordinarill' the existt
frames cur)Dort for tier building
,'i ii"i,t curtain wall consrructton
svl ."t^rrtotia"a with a.posirive
t he bending sriffnesr * "1r-r.i.ir',""rt' this case the effeclive ler
"'
the amout l. is dePendent uPon i"rnnurs entering the ioi
b1 "ionl i#ui"*A sriffness. Provided segmer columu unbraced of "'S"u.rul "' the methods ar
I
rai'ional
unl .,i t he coiumns in a laterallv slmD lrom range These curacl'.
i"
a
rlesign' In general' these suggest'ed theoretical equivalenrs, since joint fixity is
in case (f) of Tabie C1'8'1 were truly pinned' K would pictured in Fig' C1'8'1' because the actually exceed Z-O fo. uliu*u such as that realization of fuil fixity at the pievent wouid *"*U". flexibiiity' of the horizo"*t"i the restraining d th";;;;; hand, it has been shownl4 thatonll' i* for vertical designed are footings "ftt;;;1"*"these influence of foundatio"rl"""" *rr"re with details base flat-e."ndecl column Ioar1, can be very ..rir*i."iiui^i" li" "ut. of would 1'5 of Sgnerally K-value a design orelir::ary anchorage' f'"t lftit """aition, be conservative in case (f).
If the coiumn
base
K.vALuE
Buckled shape of column is shown by dashed line
TABLi
ii,,.i
Recommended design value when ideal conditions are approximated
;l::.
i1 ti
r::
, it
i.
:.
.)
i,i1 i'
iii.
it ]: liti
1!
!
i ;
i!11 i:i ,;i
.1.:
i
i.
End condition code
Icrtt :b)
I
v)(
I I
(d)
i
I
A
itrl
rl \rl
(e)
tt ii
?P l/ l/ ll
lr t,
I
lr
\l
t, lr
\l
I
I
I
,,),
m7T
I
t
I
0.5
0?
0.65
0.q0
I vaiue
I I
(a)
I
K
€
t
"f
Theorelicai
r'o
;;;;;J a fairll' raPid method f< --l n"r-rS, op. 260-265.
these conditions are approximated in actuai
th;;their
c1.6'1
'erY.comPIe: been ma framing members has
Fig. Cr.8.1
values are slightil, high;, seldom fulll' realized.
irtr.
I
1.{
1-0
1.2
1.0
o.
"f
2.0 2.10 A
2.0 2.0
o.:,
tr
Rotation fixed and translation fixed Rotation iree and translation fixed
ry
Rotaiion fixed and translation free Rotation iree and transiation lree
Y
?
t 1n -B
tta(t (\ Sidesway Uni
!=. r;.1 ;:'.e"
ilr"
.ri:
;
Aiignment Chart for E€
l-:'sl
JO8NO.
tA^ r-
PAG€
A
NO.
fR "
OF
z
o
-:
i
(
LOCAttON
)J,
7
4
3
lrv-'41
N
BY
R€Vt€tv CH€CX
,uoa"r 4
ho i
0
OATE
APPR.
mer'n66'1
PA
e,cF4er6
Kera{r.AN
R.
NSF '
LaamK fi^a e r,.nq$ u
Ilol
5n u,.'o
GAJ.{
T-j -
l- itn
'' T.n",;" ,.'.* r' ,1 '
gpNsF=o.8s
l{i-,."",,n:,,-*J*f, oon.,t *og",o
t,
* hnou .!." c*"tu,*ur
* 'r!
j
i
\uss, F0.,'le n --" il' ,.tr".ict
,.[c,{e
l
) \
'Iu4o,wt Cotqr"r
,,
t
t .--^ , q,-, {.. o i l?cil c
*. lr: I
!pf.Lb. pQc"ia
JJ!-p ,,,
i.
oc*,t i , ^ o( .tn ,e.tru*t {or It
I
ICA
*sF = o':,6r
i
Ah{cr^
I |
'.'
/7''
{r.l./
.vg,rr.' 6{
[t")7olt., & 1"" ' !i ',1
"L ,
- .t -l I
r.
c\ .','..'...v
I^!rilu o j
@
0t
lf
a
i
{a
'.
tn,.,
l{
-ii.'"eo.
it r'cn" f ,,'
t tu
'1ri,"i;'rl"!,
L.( ''.c
I
Lr''i"-'* !{a "q
.dou,* i-*,
r-.c, . i. l
.*i
u*
",..r",.i
d t c,t,:t
:, da*
n ,:, i, ,,tr,,, u,r-irt,{n
' Uu,?-L ui- ,-o,,
I
(X
i,
--
oufr
ffi
NO.
ffiff?r58
taGE 6
t40 4
JOB fiO.
oF I
DATE
2
;
c
4l
2
4
3
N
R€Vl€lll CH€CX
,roa", Zt*ottm
IO6MB€ R
I
k\a^'qf
o .Y
LOCATION
ho
0
APPA.
s€scr
PA
l
gnr.aer6
KerapAN Gtul
R"
0trL \. z-
I
I I
j
CuLu*n l{
I
u$
I
I
i,:
u
I
3
I
4
t I
i
5
I I I
I I
6
I\
I
1
lr
U
. tl
r':i .'l
igj i
\
,'r
: rdil{. I
i
t
i
! I
]
I I
;
i
j-
Jfu.r".t
I
i\
I I
n
io
I
*-:-oo ltt
T.e.4, *&* *n^.{ il,*l"L
a&a anot LJ.{
(, oo ln
./alo-rvt
r'p*of o,
I
I
Cow
-.
I I
I
C.,v,
I
I
it+
I
&
r,
to-non .,\d to .b*,{ fl,,""A tr,.t
I I
I
or*t
nr.l;.lo*
L^!-"1
I
lwam
po,r. y*'-r), '
L*t* ho [o &olo* L"..{^' l.,+*J , {4nq.r. colo{.,,, * ,lr*l*o &.^1, uonJ*ol4c,nc,c
't
ls
qc,^.i
{
,l\f
6-
*
rtt
i
-.-*--*1I
t
I 'lru*rn
I I
c"wl --
fi
-{y c
,:u-
Q
in5r*.t-r,to-t
t;
l4,. 1
I I
.C.z(,r,t*n
ii.
i ; i. {l
----t
"l e-L!_
I
I I I
I
I
l
-
11."/
Cet (e,.u -J; -lu .
CE : l,O
f--ii ,", I
t\
J
'*'l'.'
ktl"' "' r''
tus
ffi rcttrrtt JO8 NO.
NO
t,ln ,1v
oF I
P^cE 7
A
-1
SUBJECT
BY
E
CHECX
(lY^o^\d U6U
APPFI.
l.)6r,lB€ R
PA
I
Bnse r-r
lr-aLn = I.
C":tu.*rr s
4
J
nEVlEli/
U
te/&B
't
k\a^'ql lw
OATE
z
CLIENT LOCATTOll
o
Ker-RA\r
R-
cA.^l
<:
n4{n =. l.O
i n t/dt ''!il t 4
?,
"ac. rnc
hcrarn
s
= f,
l'"-
c'
a-r n
yn gn,
ir&.*
ss): o,o e.5 2 -x
q
+3
-t ;\)
.f +,
a
f.tt*
no*
b
lE
dU
i I
\J
ie
lo
C. rn
(tt- -
C*rB Crn3
du '\ 0t
?_
c*I
9., io
,J<
Cw,
Cn l=
i
u
I h
l\)
= 6'o o.
(r"t--**
fJ"9
l-o
U-n..trr3 clt Tt^cr
o. ii9
=
o "8f
=
&u.JiU
n (, ( or.c,.J.d t n,;{ .U $-*.. o.l F..c,".'c- Clo*q.iugrtn"r{}
i.o
:
T*ap,"4 f
Jnl-noc,
"-
rj Fnar,'t- /
t-9
" " ii ta
l.o
CvnZ = f-c) Crn3 = l. o
I
rrIl. 'rr\
€r"
L.o*s
,
t
4.^^
-faArav
TeFClc= o.o
g
Cn
€cli*( {" *{.u ir l' .(
i3
.,
r';
u c$ i r^r; *d , lcc""r uo.. du; qr;r*0, ..{*u,r,*o u "a.
d-,,,\e.,i,u )oon&a,o,n|^a*
Cetlrv,nJ
"
p,t-n{
i. €r.rf, Lr' s
d*
D
na{
A.u',.
i'.
tt ti^
0, cll,,
cl
tZ'"<-Q.
d
,'i 4( ite. J
,i
IJ
iil r;
-l .
D
:!.
BnoctnS
s
r_g-l
v
t----= I f -*
o j
ro
rt
rf
i ul
llUi laa-t q..LL
t
I
- /. D
A\^arq L4 at (,(. ) ,t'ooJ-ru . tt' U
oda!"1 A o"^, hn;[., cl.,s. I)tnav = dir., lrt, l.,,, lid"r
C-tQcaiar>i Dn-*
./,n n,,."
g
NO
ffrilr5l
PA.E B
t40 4
JO8 NO,
oF ?
o
CLIENT LOCATION
(ly"ovlt,d OhLl
SUBJECT
ho
MSMBE R
lz.
2 o a
OATE
U G
R€VIEW
BY
0
I
2
3
4
lka^'ql At/
CHECX APPR.
PA
D€sc|rIP,i-I6N
RAMeTF
R.
K6 TeRAr* {sAN
loeamc,
a\fr-
CnA*ng an& b b\a cW'Sf
^"*Brr.
RJ*
= o.B
P-oJco = o.1
Fon ?.'ut.h\ahd^U
&-A;
F-" T;"!
ea, ;n -.[.n.ono na-z0. o"l., a-A-'^.t,,] p"/. ,., J*{ r^inot .l '^lu
!l'1:I:-'o:1 '*'
,3 'ir
.i ill i
:
l,
ltarf'b?rt>
{
!
i^"
ii
dN-
.( N-A.h^ 5en-
o
\t st
n ut
tr
A m lRa R".1.,.1
d
i
| ^!JL ' I nc*Larn ti
j
e,^e
I
t4
tr
nal
.L.raCv"t'S
I
o
&d,
a*A
I
r
Ur
ds0,r.rrnnJ
i
.i_
'!*o".*r,
BeOm = t.o
B no*E
o.x& I
Cd,t^rnns
0 o
,
6.ts'nnl rlnA .Bnacl!s
Wej..a
no{ cc.rcA on *Pr'r y""l f