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SCANNED
BY
SC®STA CORP.
TrusSteel Cold -Formed Steel Trusses
Project. Advantage Self Storage - Bldg C
Job #: 85317
Location: 605 Kitterman Road
Port St Lucie, FL
Contractor. Welsh Companies
12/11/2018 preliminary Truss Shop Drawings and Framing flan for Approve]: Final designs my change based on
comments from the G.C., Engineer of Record, Architect, Installer, materLN availability, etc.
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Contractor.
Welsh Companies
Job Name:
Advantage Self Storage• Bldg C
Structural Engineer of Record
rs®mr: Brnt�n
Name: M 37G. Brrttvenp8
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Engineering Coversheet
Job A: 85317
Date; 1L11/2018
BM.M County
POd Saud, FL
Tian Dedt:Ctltrrle:A s10F3013
Bod gCove:
PBC2017com
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Advantage Self Storage - Bldg C
605 Kilterman Road
Part St Lucie, FL
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Chords
Tens. Comp.
Chords
Tom. Comp.
A - B
75 -26
K - L
1168 -1161
B - C
ISM, -1382
L - M
1068 -MO
. D
1654 -1302
M - N
1168 -1160
D- E
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N- O
0 0
E- F
16% -1304
O- P
0 0
F - G
1581' -1382
G -H
75 -25
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465 .468
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Tens. Comp.
A - I
33W1.50:5
40 -51
F - N 33W1Sx75
379 .236
B - J
33Z1.5x1.62
1568 -1312
G - N 33Z1.5x1.62
1202 -1180
B - K
33Z1.5x1.62
1202 -1180
G -0 33Z1.Sx1.62
ISM -1312
C - K
33W1.5x.75
380 -217
H - P 33W1.Sx1.5
40 -61
C - L
33Z1.5x1.62
427 -329
D - L
33W1.5x.75
346 .233
D -,M
33Z1.Sx1.62
ZB -257
E -.M
33W1.5x75
243 -226
F - M
33Z1.5x1.62
425 .329
TC DL
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2A4
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Chords
Tens. Comp.
A - B
46 -30
B - C
285 1 -115
C - D
50 -122
E -F
O I 0
F - G
164 1 -354
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Webs
Slze
Tens. Comp.
A - E
33W.75z1.5
38
-60
B - F
33W.75z.75
543
-274
C - F
33W.M75
82
-315
C - G
33W.TSX76
515
-223
D - G
33W.75x75
192
-101
TCLL
TOMI
BOLL
BC UL
F
SPACING
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Unem Rea Win Choldeae folb :
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BC 7M am PWlneef Ss.
NOTE: Uni nd t..c bye beefing s str hsl perels,
e puNn b mryhad eleaN elk of e0 mnea nhpxn.
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Chords Tens. Camp.
A - B SB .15
B .0 55 -175
0 - E 0 0
E - F 135 -423
show
7
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U-1 Is
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M-28N-130
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e RNWan d Design Pmfesabnal.
UplMe based one Wgdlryl WI4M s11J5.00 fteM a IenpiM1 o1180.00ft
MWMIINWwFmcss En PLYple) k WEBC91"?a
Webs size Tens. Comp.
A - D 33W.75a1.5 29 .31
B - E 33W.75a.75 286 -Zf7
B F 33W.75c75 448 -144
C - F 33W.7SL75 275 -134
TCLL
20.0 pf
TC DL
lox Psf
scLL
0.0 pf,
BCOL
10.0 pd
TOT.LO
- 40.0 pd
SPACING
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SOFFR
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as
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Slapetl C am 4m Shuchvel Panels
BC 1M 1.82, Rlgid Calling
BC 1.82 458 PUAns at W
NOTE: Unless reseeNdd by WMM or stexhual panels,
e panln Is required ageaeh eIM loll zones shay
A - B 111 1.268
B - C W -134
D.• E 0 0
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UpBL based on a Wgdhg Vdlh of 135A0 denC a Ianp at 19D.00 M1
0.397
MN]MNd WEB iORCE.9PFA PLYDE.) a WLe C61YT0a
Webs
Stir
Tens. Camp.
A - D
33W.75x1.6
40 -101
A - E
33W.75x75
W9 -93
B - E
33W.7Sx75
304 -208
C- F
33W.75x75
217 -73
TGLL
20.0 ps1
TCDL
10.0 pst
BCLL
0.0 par
BC OL
100ow
MID
40.0 Per
SPACING
24.0•
NCBCLL
0.0 per
So"ff
a0 psi
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COaN Tyye Sba(ft) EMI1R) R.b Ird
SbpM TC 000 2S8 Smu ml Penele
BC G00 181 RI014 CcIlIng
BC 1JR 2.SB Pu s l S-
NOTE: UNem ma W bea by a beedn0 ar eOupOlrel pawh,
e pu Hln h mRUDM et each ens of e0 mnea shown.
MIV MUM CHORD FORCES MR RY (M)
Chords
Tone. Comp.
A - B
66 =131
B - C
37 •74
I
D-E
0 I 0
E -F
0 0
c f=
G2-jy B�
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p p
p A t P
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a 0leterea OwiOn Pm1basluhal0lbt �
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Webs Size Tens, Camp.
A - D 33W.75z1.5 22 •32
A • E 33W.7SL75 172 •54
B - E 33W.75z.75 293 -D1.3
C - F 33W.76t76 155 .220
wu
TOL
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BC: Fm 20 ppHHd.0000000 120 gHfeat 3260
BC: F. 10pHat3.6Slo 10pIfe11210
PL 408M b Cone. LoM at (3b6,48B1)
PL 10323 b Cam, lead at f 6A9A9501
PL•313.Wo Cana Laedet 9.32.50BS
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WµI�M�y0.wNenebee4m MA'FRe
MmriMow�pn0ve4m IMnMWFR9MGC
pagecibn mmK WA Ct WA flue Tolai �)uttlrt)
Leff End Lmx Vea Ce: WA -0.10 -0.19 BBS V
PVN EM CeM. Vae -0.10 -0.11 8.10 H
MVIIMYMWEBWRGsp MYI ) MLLWEa G10893
Webs. She Tens. Comp.
A - H 33W.75a7.6 4 -5
B- H 33W,75x75 1O10 0
B' - I 33W.75x75 0 :-1745
C -1 33W.75x75 358 -301
C - J 33W.75x75 366 0
O- J 33W.75x75 159 -212
E- K 33W.7521.5 341 .784
E - L 33W.75x75 895 .33
F - L 33W.75x75 2B6 -657
�^fd �4M5.1
Mblmum nionberdlee
'4bOMT mnmember
MV]MUMOHOMMMESMRPLYO.) Mm CIpm C81TC 0.593 eC 0.834
Chords Tens. Comp. Chords Tens. Comp.
A - B 12 -2 K - L 168 •462
B• C SM O
C - O 461 -196
O - E 432 �196
E - F 32 I -5
O- H 0 0
H• 1 0 0
I - J 0 -574
J - K 168 .462
Loading Crteda
TCLL
2001.
7CM
10.0l
BCLL
0.0p
BC
10.01
.L
ion.m
40.01
SPACING
24.m
NCBCLL
0.0p
SOFM
5.0P
A
ALPINE TrusSteef
T562.75 ., T5C4 00
SWAGE2.75 ar SWAGEd 00
ALPINE TrusSteel'
W W ..TneSt I.cam
TSC2.75, TSC3.00 And
TSC4.00 Standard Heel
Height Detail
c....a x.n.
i. x.n ,•n.• yn.� .n .. nv •vw•. m rns..a r,...
a . = mumnm. e. m• wn mo =h=b .�a eonon �i�.n.
im s.oe•
•vmna .u•eA�Lb*1Hl?b u•a• i•.zin .•r .e ..c..a e• (2o3nn).
TS006
10111/18
is
IMPERIAL CHORD VALUES
ESIGN
Pa
F.
FULL SECTION PROPERTIES
FULLY BRACED ALLOWABLES
WEIGHT
GAUGEICKNESS
(In)
(kai)
(kzl)
ZA
.0299
55
65
0.2510
0.1 JS1
0.0313
0.1081
0;150
J,]BI
S,J]6
p.BS
.OJl6
55
65
0.2808
.....t
0.280]
0.1002
0.O01J
0:1081
9.386
8,J3d
6.59!
0.98
.p{51
55
65
0.3716 1
0.3562
1 0,2532
1 0.1040
1 0.1382
1 12,077
1 11.354
1 8.337
1 1.26
METRIC CHORD VALUES
SNAAMEN
GAUGE
DESIGN
THICKNESS
(MP.)
(MP.)
FULL SECTION PROPERTIES
FULLY BRACED ALLOWABLES
20TSC2J5
22
OA593
2,814
29,511
1,565
}6.29
31.83
65]
0.012
33MC2J5
20
0.0J8B
SJ9
{!e
186
ll6.fi]0
3,201
33..4D
I,JJI
d1.J5
38.85
A9
0.014
f3TSC2.]5
18
1.i d55
]]9
!!0-
ZE
11".ZUZI
4.149
1 l .Aad
I 2.Sfi5
53.72
1 50.51
1 942
1 0.018
'TSC2.75 Ch,m SdCI1On
Cen
1. ..1 .1-1 la A8M A553 M.., •Iln G99 minlmum 9.t,.Mutlmv Bara m•IM Inicknava 1. 95S er
1.0, I..n....
2. S and Y6 .M1 1., po•111. E.ow, .. •in9 eemprya.lon al In• eb..e .ne of Ib. e.ellon.
A. To . At..abl. T.n.lon, P• - AH..obl.. C.mpn.alon. Ny a Yl..•bl. Mom.nl
d. Tb• 011010b1. volu.. 91r•n In Ivry bN• do not nal.d ony •Imn91h Incr.00• du. to cold .oh
of Immmy.
1 Plop•tll•• d.1.,mmW QkyINNJJ��INo 9 2G1e •Nnnh Amadcon S1-111eclona for m.
D..Ivn ur cum-romn. 1pY1SiMLto 1,-- t51CD-181.
ALPINETrusSteeI'll TSC2.75 Chord Properties 11
�/rz�/kji le Tsoo�
a }*= Dab:
Y .TrinsTepl.cam
10/11/18
1.11.I41mire Yn vet Nrs
SECTION
NAME
GAUGE
DESIGNL
THICKNESS
(In)
(Y61)
FULL SECTION PROPERTIES
PULLT BRACED ALLOWABlES
WEIGHT
(Iba./I1.)
A,
Qa7)
6
(Ls)
S
(Inl)
4
(In`)
S,
(15)
T.
(Iba.)
P.
(Iba.)
Mm,
(In-Iba.)
20TSC4.00
22
0.0299
65
O.SBOB
0.0080
O.S8fi8
0.3138
0.250fi
12,3]5
8.586
11,284
1.29
35TSC4.00
2
00.0346
65
MMS
0.92B2
0.4431
0.3616
0.200J
14,26fi
1013.299
1.49
43TSC4.00
18.
0.0451
65
0.56Z1
1.1900
D.56)1
0.4549
0.3J1IS
15,43J
U,{95
1J,8)9
1.93
54TSC4.00
I6
0.0566
65
OJ053
1.1660
0.6962
05)40
0.459J
'22.918
I9,206
22,240
2.40
68TSLL.00
14
0.0J13
65
0.855)
I.J450
0.8116
0.6920
0.5531
25.621
22.8]1
23.839
2.91
9J1SG.00
12
0.101J
65
1 1.1957
1 2.3780
1.1006
0.9630
0.])04
1 35,798
33,213
33.953
4.07
METRIC CHORD VALUES
NAME
SECTIONd2a
GAUGE
DESIGN
THICKNESS
(mm)
E
(MP.)
F.
(MPo)
FULL SECTION PROPERTIES
FULLY BRACED ALLDWABLES
µFICHE
(kN/m)
b
(mml)
6
(mml)
S
(mml)
(mm4)
5,
(mrs2)
i.
(RN)
Pe
(YN)
M.,
2STSC4400
0.J495
3)9
448
2d6
336.314
6.339
130.513
4.107
55.05
38.19
1.275
0.018
33TSC4400
O.BJ88
379
448
283
38fi,346
J,2J3
150,509
4.)31
63.46
46.12
1.503
0.022
43TSC4.00
1.1455
3)9
448
366
495,315
9.293
193.505
5.089
$2.01
64.48
2.020
0.028
54TSC4.00
1.48)6
3)9
468
ASS
610,195
11,409
238,91J
J,533
101.94
85J92.513
0.035
68TSC4.OG
1.8110
345
448
552
J26.324
13,300
208,032
9.064
113.9J
101.){
2.693
0.042
9]TSC4.00
2.5832
345
448
Al
9B9,798
18.035
400.831
12.525
159.24
147.74
3,723
0.059
2-1/2• (64mm) t/P
1/2'
(13mm) j S2mm 32mm
1-1 4• 1-1 4•
28 to 54TSC4.00 ChoM Soctlon
2-1/2• (64mm)
E C.n
1. 1111a1.k1 N 152Y Afi5] steel .pM1 690 minimum palnNie lien. Bn em.1.1 IMckn.n la 95S
2smm
L el Eni9n IM1i<kn.aa.
1• 2. s old m on for Peamk e.nCnp causing compression at the CIetM end or in.. ettYion.
s. To = Ane.aYl. r...;e., Pe = Ano.obl. cdmPre.Yen, ue.. Mle.ekl. u.m.m
4.. The ene'.ed. nlon Rhea In Ill table do not meet on, strength mcne.. dun m cad
Iry• 1-1 4• i-r r .Oh .1 teeming.
(umm) 32mm s m
m 5. Propnlldoll-F C
o eerJin9 to the A;9 2016 'North Amamn SP.atleellem'lar tM1.
Se fib anE 9JTSC6.00 CIIaM clldn D..Ipn at al Cold-Fe,m.d $b.1 S.rvnunl V.mesn'
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ALPINETrusSteel
TSC4.00 Chord Properties
F •4sF
2• r
y
�� 1
_
stenddrd 041afid
TS008
06,,
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Iwls gm.wnPw mID� rt®IIpACaol
'vn s°`e P9m4 mY.MlaWwmo,
' o
STALE OF
S. Ct'. E oQ
i�� y`S.aii•
,OZ
<C
O`>
10/11/18
Jrva.9bJ Dah�alY: B GIAM
w+M a.mmPnwrte.
pgp�en:aw e.�.. MaA.0
Msr..rvommk.Cm�iSo+K stM.w.r.
SNZION
GAUGE
DES ON
THICKNESS
Fr
Fa
GULL SECTION PROPERTIES
FULLY BRACED ALLOWABLES
-
WEIGHT
(ksi)
!�
,6
5.
i
55
Ta
P.
Mm
(in)
(kzQ
(Iba./f1J
(In
20TSCl.00
22
0.0299
55
65
0.3135
0.3916
0.243]
0.26]2
U.2136
10.180
8.1 JS
],26)
I.0]
SSISCl.00
20
0.0366
55
65
0.3611
9.44a9
0.2791
0.3076
0.2453
11.]36
9,>5]
6,SB9
1.23
43TSC3.00
-5dT5C3.00
18
0.0151
55
65
O.d658
0.5)]3
0.3550
g.]930
0.3118
i5,ll9
13,351
- 11,206
1.50
I6
0.0566
55
65
0.5>]B
OJOIt
O.A335.
O.d868
0.3BB0
I6,))9
- 16.811
ll.0]d
-
1.96
SECTION
DESIGN
Fy
F.
FULL SECTION PROPERTIES
FULLY BRACED ALLOWABLES
-
GAUGE
THICKNESS
(mm)
(MPo)
(MP.)
WEIGHT
(kN/m)
i
PaMaa
(mma)
(mma)
(kN)
(kN-mm)
28TSC3.00'
22-
0.>595
3J9
d4B
201
1fi2,913
03,69]S
!6
821
0.016
33TSC3.00
20
0.8]88
3>9
648
233
I86.846
C0.2
0
4.020
52
43
9]0
0.018
45TSCS.00
10
1.1455
3]9
448
301
238.625
2
5.1596]
59
1.266
0.023
54T5C3.00
16
1.43P6
3]9
4"
3R
292,652
6.358
Ed.
75
1.558
1 0,029
(t3mn
1/2'
3mm)
NP)
20 td S4T5C3 00 ChOrai Se Hay
Sane ca
I. MI steel 19 ASTM A65] alecl vib 690 eimeture galvanization. Ban metal Ihickneaa Is 959
a1 adi H.knuum.
2. S and M0. am for positive bending causing c5mpnaalon of re closed and of IAe eee110n.
3. as - Allee vhle 'my'r, Its = Nleeahle Compmsian. Mm = Al ... It. Mamanl
A. The ell0e0We velusa given In IMa table do Act reflect any ofeengtb Ino,eOaa due ro chid
cork o! Imming.
S. Pmperllea ad-T,,ned �{{'µ�H 01M1 �fp� A51 201fi'bards American SPeclllcallan for the
DdvBn of Cold-FOrmrda�( '�1155L {i]dLMemIer/'![1nn_l cl"
1.99611-
ALPINETrusSteel' 11 TSC3.00 chord Properties
wwdATguaShbol.com
TS008A
10111118
Mmms.mlPlaPee.e
IMPFPIAI W[P V IIICC
SECTION
NAME
GAUGE
0E51GN
THI `R 'E55
Pa
(ksI)
i
(kal)
FULL SECTION PROPERTIES
FULLY BRACED ALLOWA81E5
µEIGHT
(Ibf./rl.)
(I)
b
(in )
$
(irT)
4
(ins)
S
(inb)
IT.
(Iba.)
Pe
(Iba.)
Mae
(Iri-IEA.)
33WJSx.]5
20
0.0350
45
55
0.0948
-0.00)6
0.02D0
0.00)8
0.0200.
i.556
2,3)1
562
0.322
33WJSv1.5
20
0.0350
AS
55
0.103
0.0123
0.0561
0.0145
1 0.0396
1 3.970
1 3.541
1 1,519
0.501
35Y1.)Sx2.25
20
0.0350
45
55
0.1998
1 0.1182
1 D.1051
1 0.0213
1 0.0567
1 5,385
1 3.860
1 2.831
0.679
METRIC WEB VALUES
SECTION
NAME-
GAUGE
DESIGN
THICKNESS(MPa)
iq
F.
(MP.)
PULL SECTION PROPERTIES
FULLY BRACED ALLOWA9LE5
WEIGHT
(kM/m)
('ti 1A)
(mina)
(min )
(mine)
(mm3)
Le
(kN)
(kN)
(kN-mm)
33W.75x.75
20
0.1
3.247
341
1 3.241
541
11.37
10.55
63.5
1 0.005
35W.)3x1.5
20
0.6690
310
379
95
1).fi0)
924
6.035
23.95
1
33W.>5x2.25
20
0.8890
310
379
-129
49,199
022
6,666
929
929
23.95
O.1)1
319,9
I 0.010
3/4'
(19mm) e
E
E
W.)
ALPINE TrusSteel'
vmw.Tru9Btgel.mm
i
TSC2.75 Tube
Web Properties
6e nem�ye ear
1. All tubes to conform la ASTM A300 .IIn G90 minimum 9olaenlZonon or equal. flan metal
MI<knese Ie 95% at G.Mln molaucsa.
2. To v Allo:oele Tension, Ge - Ann.uele Cem,111o1, va = AIM.aele Moment
3. The alonedo mlu.a 9b.. In Mb table do not reflect any aM1en9M mono.. cue 1. cola
,mrk or romans.
4. PnP.rtne d to (nod according to the AIv 2016 'North American Specification forme
a.ei.n m cola-Pormad.Kt') &nIuml Member,' 01100-16).
Ts009
10111/18
MPFGIAI W1Y V
SECTION
GAUGE
DESIGNF
iHl (R'ESS
(kzl)
F.
(kal)
FULL SECTION PROPERTIES
FULLY BRACED ALLOWABLES
GHT
(Oav/ILJ
q,
(ia�)
L
(ins)
(Irtt)
(ina)
(irc0)
(Iba.)
P.
(Iba.)
Na.
(in-Iba.)
33C1.5ll
20
0.0346
40
55
0.1000
0.0593
0.0723
0.0691
0.0922
O.fi12
33W1.Sx1.5
20
0.0350
65
55
0.1890
O.WOS
0.0939
0.0)05
6.0939
5,565
d,)11
2,451
0.680
53W1.5x2.0
2O
0.0350
45
55
0.23de
O.IS91
0.1381
0.0893
0.1190
6,32E
4.953
3,611
0.798
dJWL5v1.5
18
0.0460
45
40
0.2585
0.0893
0.1191
'0.0093
0.1191
6.20!
fi,d6t
3,208
0.879
dTW1.5x2.5
IB
0.0490
45
55
0.3)21
0.31 79
0.2546
0.145E
01944
10.026
8,351
6,856
1.265
S6WLSx1.5
16 .
0.0590
45
48
0.3251
OAO96,
0.1451-
0.1096
0.1451
7,803
8,128
3,937
1.106
63W1.Sx3.5
16
0.0650
45
55
0.6 f50
6.9346
0.5361
0.2522
0.3362
16.5)I
15,248
1 11,390
2.091
SNCNION
GAUGE
DESIGN
KNPa
Ta
(MP-)
)(MP°)(memo)
.
FULL SECTION PROPERTIES
- -
FULLY BRACED AUCWABLES
WEIGHT
6
(mm4)
Be
(mma)
(m,W)
(mmd)
(YN)
(kN)
(INN,)(kN/m)
33CI.5x1.5
206
3)9
Its
24,6B3
1.1B5
28,)62
1.511
20.23
16.6]
205.E
0.009
33W1.5v 1'.5
20 -10
3)9
129
29.344
1.639
29.344
1.539
23.95
20.96
2)6.9
0.01033WI.5x2.0
20
0
3)9
151
5],d02
2,263
3),169
1., 50
20.15
22.03
d08.0
0.0104JWLSx1.5
18
T
330
157
3],169
1.952
3),169
1,952
2].59
28.)4
362.5
0.013
dTN1.5x2.5
IB
10
3)9
240
132,320
4.159
60.68)
3,186
44.60
3).15
)J4.4
0.185SSWI.SxL5
I6
ID
330
210
45,619
I 2,394
dS,619
2,.4
34.71
16.16
ddd.6
0.016
63W1.5x3.5
16
1.6510
310
379
397
389.010
8,752
104,9)d
5,509
)].11
68.93
1.626.0
0.3D5
�(3Bmm)
-I/0'
(]0mm) �(
1YLS!>S WI.Sx2.0 W4f33
,.All TSCT300 & TSC4.00 -Web dubeWrorti s
www.T11d65t666ean
Dd em No,,,
1. SIeY lof L1.5.1.5 t. ASIaI A5S1 .111, 490 Inimum
9c"nI liars. Steel for all olbr fu es Is ASIA ABIG .pk
G90 im 0^Ir T-fol a, equal, Ban metal H1.1onave
E le 959 of tell, 4Maknne.
m 2. Sand M.'a. to' pm1114e bending :cl eompnealon of
the closed end m He madl-
3. To = Allo.cbl. ]enalon. Pc = st-sble Comp-lue.
Yn, = plln.ahl. Memenl
4. He 011deabl. ealu.e_9lv.n I. hills Iobi. do nee ryN.al any
W.ryiln mamm.' due m cold vnm of laemm0.
5. P,alies dal.m,ln.d-Goco,dln0 to the AI51 2018 'North
Bj- Yemh.%la(5f 1.1 the Couln al Cald-Fd-.d Vast
TS70
10117H8
a6l.a DowCm90p..
Iemm.s.mm Pmp.em
ƒ|T-
#|tn;
.
---
---
g
g [/:
q\
[
/
.
N(1)
! (
-
-
_
w
_
-
-
�
�
\
fq
�
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�
\
9wR&r:QQS&r;
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Fastener Placement .Detail
Typical Fastener Placement Sr`rlecccttii(Ira'ons
p-UP 414amne.=(9mm) for IScaaO a Tsca00
uPm9/W nmm) for MC2.75
B - tal. Watch- .. Faahn.r iv.)
c ud ai.l.n.e 3.0
s - ui nimum loa.n.r .Poulnv a.. . Fml.n.. Dial
a
L J
AMS AMO
5'nDle Shear Fasiand, DDu ble ShfiDrn FDsl6n er
L
.d.eable axw. once. per fall.,., lb.. (YX) (.1 14AY0 0-1:1. Sxea.n rval.n.n
A
�A4
lruss
lnac
mo6ranan
ka
Tn.n
229-23MC
29-33MI:
B9S
g-a5k4n.n
5
-5
Ivr mob.°r
-33C,
2 2.59)
.Tr
add
...
209-33W
654 (29Q
>zz (3.21)
fizz
(3.66)
930 (4.1d)
WO (tldJ
930 (4.14)
Fvn.,o Ella. YI.. (an.ner aPael.9 Pomw...dga.
In. (mm) a peep mnam4 M. (mm) airt.nc. he. (mm)
J14 d=1/4 (6) {14 S=C= 3/4 (19) 614 Bc1/4 (6)
I89-4)W
)28 (126)
9U (4.0])
1181 (5.25)
1266 (5.62)
4264 (5.62)
128{ (S.fi2J
I6p-56W
]2B (3.26)
914 (d.W)
1181 (5.25)
Idfi4 (5.62)
1266 (5.fi2)
1264
I6gw
]28 (3.26)
914 (d.W)
1181 (5.25)
f264 S.fi2)
1364 (5.62)
126t (5.62)
glaeabla -he-' load. Par fdcener 'be. (YN) for I4AY5.75 SNHIa Shear Faelen.n
Tau.Stan
w.e
TmsSMn CM1.y ThIc Ynea.
OtivM1 D - B.,.T-nded 1.11...r....
Pmc.m.m f I ....n j 1 the r
loam: he plaana m. Iv.1.n.r m m. c.nf.r of M,
Della ppmv.e True,. amw ngan6ry vn.n b..P..in.e ev
rnlcw.a.
R2a_2ene
z0 g-n]sc
lea-43ISC
Isv-34rzc
u9-6arsc
12a-9Tsc
zOp-03L
24. (1.10)
248 fl at D)
218 (1:10J
240-(1.10J
2d8 (1'.I0)
2d8 (1.10J
mton E - coo h era ndp odnv miranmm l�n Ina leinb. of the
.wllo ble area ..tl npanB lvw.N Me'Oufv edBn.
�mstonem..a..h envll q -wined q M..PPr...a
20H-33W
252 (1.12)
252 flat z)
252 (1.12)
252 (1.12)
252 (1.12)
25z (1.12)
189-QW
418 (1.BfiJ
418 (1.86)
{18 (1.86)
418 (1.06)
618 (LBB)
618 (1.86j
16g-5.W
418 (1.86)
416 (1.86)
418 (1.Bfi)
618
I6g-BSW
p8 (L86)
A8J10
(1.a6)
41B (1.86)418
(L86J
418 (1.86)
s
s
done., Net...
1.. 14AYD Double SIcc n Foalaohe m.nnan.d vb- ..,8.1 01 14.1181.25. I.DF1.5.
I"MID LISS, 1MYDP2.3]5 and 14W0262S.
® '®
5
O,all 0 p. MO E
R. teAea lan.n.r wlu.v !ar lops (1y) w.q e.re deWmin.tl pr tall all -Trig 911dednes vat f.nh In
Cx.pbr K of the Amulcvn Len 4 steel Indh1 h. q, .16 'North Amedcvn Sp.011-11ana
l.r M. O.fign .1 Ea14-1-d Seel SLu.lvrvl l.Ib- (5190-16). LAIIS fmbmr wlu.. and
1UtID Ivod-1 whin tar 33Lt.5.1'S w. d.prmin.d 1, e,I Fiov e.l I.. In 11v11e1 14 of
Me 4nerlvvn Imn and steel Infllula (NSI). AISI fm6 'NorM Im.ricvn $peci liealiona for 1,.
0e519n f Cold -Formal Steel Sl uju eel Y.mb.r( ($100-1.).
]. SM "D and AYS fan..en v .elf-tlrlllina X.. wvahe. M1..d x . Imm 1022. cvrp.n
OW el e o Mcl Ia ae hardened Rd ar. d.Vgned b dr01 Ihmugh and In.lvll Into T.ua51a.I
cM1ord. old wep., iq lx natl. a v be " - hpe viIn lhln.en Ihnvdf par Inch. they a
»unulvclunl to parfv In ..co Nance wllh Me SWeh el pulvmvan E*1 Inch. ($AE) ho
n4.H far Heal e.lf4,,lTn f end ha .e xmc plated veep n"M he nn6Md
,alto, Mnpmbm.pPll�4TWO
4nwllh MW F1941.
���
ALPINE TrUsSteele
YIYIw.Tr1I981eeLeom
_.. e�r..mp..,eraal� xmlrDwia®r
•.e..hru ,0 wwaw mur
dW
Tube And C-Web Fastener
Placement And Allowable
ShearLoads
3, R 'o��
�9; _AM OF
'y Oilai
Wi'rl�(VALE
rNlr.11l ll l\I\1\
; r=
`
`
Date:
10/11/18
must-o.M1Demgary:
FeaNvpl.em.4
r ;E=
"--aerr....rhee:�aw...aru
DwNp.GPYOsw as
Fastener Placement Detail
A - up cloamnce = 3/16• (emm) for rsc3.00 ItRC{.00
6 - Cage eW.r- (I.o YF.M... I Di )
6 - And 1o0- P... poal.ner DI..)
s - mnlmom m.l.n.r .,Penns (3.0 s Fon.n.r ma.)
k
ca
Ahl. aM1e
.Ivoe
F In. Olo. 41n. lo.i.n er epeeing Fa.t. ner eeg..
In. (m.) a And arn.nn. e..nn.
/14 d-1/4 (6) /u s=C- 3/1 (1.) PI e.1/4 (6)
logeG Fr-MI
og e"oml Fo.n ef.eml nbp one Doff— of sonneden�murt ba
p llt. In .pp.M1..... of ..b e. Mr.-
CIIWLE - Foelen.. plo.em.ni -A.n mme,Pl. NO-- e
yul:d rnr c�. nn.sflen: 9.9.n Poonafor.,.. fo.ln Ins.m
M.
In. .r
i In6vbnm. 1o..nI In. .r .e9..
F...:.'" r vu..fj hell Ma .pem
mv.6 ep..R.d W 11.-apv1m:. emwln9.
6
Wn.n .n odd number
of Ieeien ro Is
r.vm..d. m. numb.,
of re.hnnn'pl.e.d 1.
'.If one 911 .ne
en b. di..... nl bI 1
I.el.... m.ern-
s
n
wnen . Is,
of ro.L ee I.m
I.
n I.n end rl, l
__ e.ln a r•Oe.
Typical Fastener Placement Sections
AMS AMD
Single Shear Fastener Double Shear- Fastener
ims51n1..
... _. _...
inu5lul CnoN
.�.......
icbn.es
ini<4mss
229-2BRC
20g-13r5C
ISB=A1r5C
169-NRC
119-66RL
129-9]ISC"
109-3IE
56E (E.69)
663
I. -I
]63 I-,
AMA (191)
1 Ism (3.9{)
'636 (... )
911
(t0])
1oB9 ....)
1166 (119)
I... (3m
1166 (119)
I69-!{Z
)26 (121)
911
(1,02)
111e1 (5.E3)
1164 (5.6E)
1211 (1.62)
12.4 (3.62)
rn1111.1 Web
- rrvsR.l Cnore
inic4nen
229-E816C
209-A166
169'ISrSC
16p-3RSC
119-68ISC
129-9]ISC
z0a-33Z
I V-1
ib (I.10)
1 bfi (I.ID)
i16 (Llo)
2.8 (Llo)
2.6 (I,lo)
169-1]Z
369 (1.61)
369 (1 ,61)
'369 (1.61)
]69 (1.6Q
369 WI
(I.
369 (1.6!)
169-31Z
4AI (1,9A)
437 (1..1)
1 432
Gen r ....
1. 14A.. Doo
e 11A4c
A. "AMD I..i
3.
ACA INETruSSteeC LAZJ
Web Fastener Placement
nd Allowable Shear Loads
Bw.w.T2lneta6l,eom
I- FO.len.n ..nlionid aPol. conei.l or I.D.325. I..DR2.3I5
n d. -In.d I I.n 1e11-ing lfi o.l m id.11., rtn pl In cn..r
wnwcne s.a Inmml. WSn. u9 xnm......a..,.
moos.d. lrnm l0
me end In.1.1
In Inm..T.nnd.
S.a.1I of
.no a one
'Ad 1.....
Ield o.fem
TS011A
10/11/18
W e.ylttl.9ory
GN' i%ea1p1
Y
Pe».n... rn;aaan r
O-V Man or.. comr.O
9enl-Y Pllcb BnoY Cenn.dar
Write
a ar S, ...--0K
HlnpeE Pilcn 9naY Cennecbr
��
ALPINE TrusSteel-
www.TmsSf¢e1.,:=
Faerener. 9
muen The [mete lna
tl-. nli, ar. UCan...
Beni-Y Plleb BreaY Lonne<br
faalenen Tmuan the [neM
ULSNLS.OR , $heft M1e
HInWtl Pit. Book Cannabis,
Gnem Ha ee
fe 43r5HC5.BKaor 54MHCSOKme
.ml.d Pliant Bnok Urni. br
1. Fastener ipeein9 and end distance is l/t' (19mm) minimum. except as sham.
1. Peter to opporatl hues dmeln9. far I.Ined last ... r type and Itomi11es I.r
each fosrenv contest eras.
1 Foilener combat a as that cetncid. vein other canareas may u en fastener
for both'cn .. Thl..111 result in o retlueflon In thetotalnumber of hardenersrtlpulmd of
the pitch break Joint.
t. Fa+1.n.r vallo .1'11.11
TSC3.00 or TSC4.00 Pitch
Break Connector Fastener
TS016
nem:
10111118
TSJH22
(3)
TSCx.x3
I.,.
Up
oa. n
YWM22 Mowoblv Imd2 up ane Oa.n Im (to)
Inca Wnarlon
Gird-••
xerse
xx9a
mse
20,
I}rse
Is,
oe.n
n0 (a.xa7
910 (..os)
ue0 (e.0a)
up - 6nrnY a '.91na
670 (a9a)
]60 (2)
mw (ao)
T JH24 TSJH44
rSc390 or M4.00
are., T—
S.. nor. 4,
TSC3Aa Supported
Tr...
e a
• eo
up up
1 (3) 110SUS
Dawn (4) /1US.S oa.n
rslxx. And TVH44 Nlawael. load. Up and Dawn Im (tx)
mae 9lnnlan
clm.r r,ua.
]arse
999a
33ttc
9a9a
arse
1e9a
sxrsc
169a
mrsc
1.9a
snse
I:9a
Oa.n -
1090 (d,83)
1130 (sA3)
I3]0 (S.W)
T].0 (s.B6)
IN8 (s.98)
I]d0 (9.98)
up - cmary a one
sse (1q)
ne (]:O)
990 (dd8)
1a00 (s.31)
1900 (as9)
Ilse (s_iq
ALPINE TruSSteel' TSJH22, TSJH24 And T:
Hanger Application
www.hueSWl.wm
No..-
1. ^sos = . ,
.,Um. mppmv Sm.. San.. ro e. appll.a IIM..l m.
are-ddllee Aan m Aa n9v In le In. Tvssl..l anoN rA. .am. Guam;
l .are.. appu.a an rn. low of me nanv.. mel 1. on aVbl..
x. oa no' o..Nm..an.., N.W.n .an.. mar .,Ap o., el rmsr..l
o,ord.
3, xa U.n mar e. lwm.a onrn.n m0n9
d. e.tlol
[.Ydre.11.. IS.. or TSOld to,
—Wooalar rulrl-pIqY-ra-plY
91Mm.
S. Cald-lomra sl..l W.uklian. an pv ln. AISl. 2010'xorll Amok.,
3p. ggovp/ ) IA. 0.111. .I Cold-Inn.d stool Slnrplurol Yeme.ri
TS022
nm:
10111/18
Tw.Tmrinww. ..a6..
if
u�aleock (T) ' iR{ for R aep connection, place within Allowable Values
I ", Xlp 1' (R5 mm) of top and bottom ae drawn. Par
1 lilt. a gallon. 'lace within I- (Rlmm) of Supporlea NumbV R 4 (1) Cllp oY be ufea when
4W (ttP.) A. belle. chore, or al.11 aa. Be. clip le TH. Jack LPPe of at IEe (YN) uppo vies Irvee xto la
wasm
Order ca merlaaY P s9B (azz7 s en 48' (191emm).
Ccmyackl P CheaBZ suppama I -I, B(,' fgmerlock z IMB (u4)
k Itsj MlpJvcY R IR]! (3.49)
'd B1[ Pnaloc4 R 1235
SA9
Detail A
a m Corn. oaY and HI
L PI^e4 Cc nneallan
See u Por ist2]! hlPlccY me "CS Cllp.
wall A R for ISG4.010 Wale[k u[e NC] CIIP
(PYP) Q-4..c2 _ p' t iSCR.I3. LSC].00 er Por BN.00 hlpla[k uee IIC) Cllp:
Partial Roof Layout 4 RC4.00 C.... lack (]) Pasps
I i I J k T G' d C f TSCx]3. Tsu.aa ar cl...a Ea'.
Il94.a0 BiplmY cl Clip
I. Th. lap and bole. NON. al R Irveere ..a be Proper, connected he .iruaNnl dwith... or ..nine.
R.1I st,mrha hvn of p4der wso 1. o R-web4 nl.r la ROBE for correction o
KIDS • sat -Onion, Twpin9 xme. Raw .poanp. Npr alliance and end of.... 1. 9/18- (IMm)
Mnlmum. iSC2.73. LSCitll er
4. Trvre ue1 be a—s—I Bn o aemralea load. swot, 1n 'In. with camctli Placed 91Nv clinical Tsc4.ao cemerlan (5) INSGS
vas 0rto11. A, BI, BI, • Bd pee eemet rrb pamm�l Nfo,mallon. (3) /I11sCs
S. Per mWll-pry /1 Hlpa, over to Slan doN aetoll i3a33a tar plf a pIY as nn ttllan naYlnmente. Ili Piece XlnlveY Knea Wra
fi. Gim.r r.e anon act b. o c-W.b.
z Cam-Pormea Sl.a CORul.1; a on pw mw ..1 2016 Notln Am.naon SPwarcmmn. ar the oeclpn o1 wn1.r al x..lo[c w.b In line with ...for of
Cold -ram.d sea swoaral acme. n' (sloe-I8). o visa, b . horn, zn. 91Mw r.b
liner m mama rah o+ a. .ha.n.
Detail B1 Detail 82 - Detail B3
15C2.175 Into Tsu.73 cann.nan I'll Into Tsy.00 or TSCA010 tonneellon ISM.00 or Rw.nO Into 1=40 ar ISC4Aa Cc .... Tart
saacal s/4' (I6mn)—saboek s/9' ba..) �scla-k f-f/4. Oz..)
(]) PmOs (!) "He Ds (]) posos (]) Pesos
(]) Posos cm..a Ea9. (3) IlosOs Claim Eape Cloa.a Ee9.
of alp .1 C' nC] a/ Cllp
RC2.]3 RC100 or
(a) Pasts
11 thP + RCA00
TSC2.75 p) /lasts (3) to of P Hip (s) Ppsos
HIP)o.k RC2]5 Hipl.ek (3)./1o5D5 ... or TSC].00 or
Ru.00 rsCI.00 p HI.
lIu TIC] Hl.lock (s) /lasts
Zit 7,
Enala[Y rzcz]!
cnd).ct RCl.00 ar
Ra.00 En clock
i. PNee .I MI. Ve oleo Wrx To Paee • vyenev To Plan, I Ilia Venlen Wex
Ea9r of /1 Mp web In line wllh a ape o! enalack wib ae EJ9e al 11 hip vb In one .IN cope of -clock vb ae Eape el 11 hip vb in liar with a o. 1
.na.n. rn. plN.r ..b nm.r I. m Y.e won o +a..xe.n. mo.n. Th. order ..It oMe. 1. m htl with a +a. ppl 1Q11fM1 The pIN.. ob a .r to . nee .Iie ec+ . chat—
�Q� �CiN c4, ;y2 E
30902��45' Hipjack, EndjackAnd n eL 78025ALPINETrusSteel' Cornerjack Connection D ,,, �3' __ }a1v1a
www.Tiu3SL]el.eam EOF
TnmT.T. Cm.dms J
m... br. iam. rb: (tool
CO..
Isla/
Lrr.mbraI12MC5.47)
s loadv60(l...4)
a In I....
I61MC3151
MC3U.ISP(1Os.)xarsc:.)3
Pt -(S.n)(10.94)112.A5P13.")JJISC2A3
pl(6.91)(13.61)l]TSC2.75
U2.q'F(20.26)PI
to.If)(20.26)itanC3.00
USA)Pt10.9.)26RC100
PI(5A))(10.9.)
3315Cs.00
u
100 (6.23)-
3060 (is.el)
or ]3r5C..00
Pt
IS30
JO60 (1].61)
anaAO
u
u00 (S2sPv'O
2550 (20.28)
u7sc..00
P1
ax60'p0e s)
4560 (20.28)
NT6C100.
52716d.00
u
tI00 (6.asP ns
s210 (23.26) 6x80 (xz93)
PI 1
2470 (10.99) 3140 (13.97)
9. apilii en had. zeOnn Op m. en. I.C. rl eomoe aeao .anon. eof
solo.. M eh.rl. TSc2As Is. an— .so I. 33W.79..75 and TR].00 of ISCCOO
nrml . ro I. Siy}a1.5.
C. II ob above mnnedien 1. 33W.75.1.3. U = 960 to
(..2I kN).
0. II rove obe.. wnnMlon I. Moyl.3..75. U 910 Ib. (603 kH).
E. II or
above aomal., 1. 330.3.1A, u = I2M 1es (3d) stri
p. II rib aoen soorm., an 1S JS21 _5.2A. U = IB.O Ib. (5.63 kIl
O. If ob CIO
control ism h N21.5.1.5: U = 3360 bl. (IO.t1 kN).
Tl6MC! or
151WTC4
0
0
if 0
0
356Wfts
mf. maol Imakn... 0) 1 O.OSSa In. (I.Dmm)
TSI MG9
ban m.tal Iblokn.ss (t) = 0.12a In. (3.25mm)
TSC2.75. TS M of 150100
...we In: T......
. .I IChOM.
P1 a""Pl - Cllp 0n an. lac.
!)0 Ib. (2.5. ON)
dill, on both Ian.
156WTCS of 1260 Ib. (5.60 YN)
151MC4
/6.n.m1
(P.I.r to 6enerol X01. (8 far
.old .,'[am)
Elial b2 olhen.
C.n 1 Hana
1. It , clip :e required on bath leer. effects the econd dill, as the appeall. Ion of the attend .a
Malf.d.
2. 9uIN ply Inu n.. require a ell, en seem lac.. lot to Trai laal 1.1.11 C ln0 T50236 for
pl7-b-pip co orader. for ]-Ply Inman ... a .1, an .och ....
3. dolor l0 Trv.51u1 Taco nlcel Bull.lin 96.10.05 It..d-1hpoln of O.Fa nle.d 6urla ni fo nalan
cone von ndi.lanl pnpnlln of In. aann.alien of'.' r.ldln9.
l If a T56MC5 clip I. welded to steel In "loss of 3/16- (A76mm) IhICY the sold Shop be
qua OXsd In accordant. rilh Creepier t of the Slruomenl W.ldlnp Cod.-Shssl Slesl (.Ws 01.3).
1 Weld .olun or. bond an 0 older melnlol with a minimum Mmib vfnnglh of 20 k.l (M] UP.).
G. In Us. of .id. sP.Clll.d ebo... In. lull Well of the 7S6MC5/1S1MC3 may be ended to the
Imedr, .
7.
&� TS6WTCS or TSl WTCS
ALPINETrusSteel' welded Truss Clip
to Structural Steel Bearing
BNWP.T312651tt'(.00111 - -
1m.ncon S,volllaallem Ter the
TS027A
rem:
10/11/1S
T'"H.6t..6 YWe..
00 BRYNTESEN
� h anas:mrw.ermmws
SC®STA CORR.
TrusSteel Cold -Formed Steel Trusses
Project: Advantage Self Storage - Bldg C
Job #: 85317
Location: 605 Kitterman Road
Port St Lucie, FL
Contractor. Welsh Companies
12/11/2018 Frellmiaaq'h—Shop Drawings andFraming Plan for Approval: Final delgas my Change based on
eormaeats from the G.C., Engineer of Rerord, Architect lastalb r, material availability, etc
Contractor.
Welsh Companies
Structural Engineer of Re d
Cdvm®7: Bantam
N— M C.Br7.tam,PE
iJrmaa: 3na
Lr'i'tir:5
85317
Order
ID
Dale
t
At
d7NMOm
a
Ad
tntanale
A7
IMMate
d
M
taltanate
e
AS
1LIDnoo
a
dt
tanmaale
7
a77NMX
e
a.
tntdoate
a
.4
t7naeou
10
eL
tanenate
Scosta Corporation
3670CanmenwCMer Ddm SoWrq,FL33Blo
• (663138SE242 V.k
(683)9BSaTad F.
mmacoslnmmm
HmneW J. Papoa, PE
Ced.OSeUI
J670 Cvao@m Cmta Orha
&Ddvn Pbdda3J8'!0
(fieJt )tT-0lAi
Engineering Coversheet
Job#: 85317
Date: 1711l18IS
AId a:
605 glterman Read
BerardCounty
Pan Stlade .0.
BVBd1eLC
PBC7017COM
W dl p:
ASM7.10 170MPH E.Peame: C B dm
Ra . W -OATH
D7.7tn Load.:
U. Loud: SO Per
D dl .d: 20 pd
AbbreNNiom:
NM-NnMunbm N6W bufEle 659CSILpei@mtl BMBiaA1v 6B3-Gtl1A0Ya Teaiq Gnn
Nm-TnaSlrlWtleanetFFpvs fmlyep8tlM4/@M61 T99PG-Tr�6hey/(atrA fnve.b
PM9-l1uvSW 6Npe61emFmtw� LSSG-Ftleimm,p SbY CaeW T9BBG.T,u61W bNUCvm,pu
BNG-GmUq Mrtl-Mpsltl T6G.Tnm9W qve
FHS-R•pp•WOphmfaa We-Xe1/pp1@W T6GG-Tna4leYGawNm Tp
IBG-IMmulmW bMlLq pope ge-Gmgu T9XC-Tw4ballnnpuG tlm
me-wvmsmWPummpYWa G.e..Gec.pm Taue.rmsiwuanm/
Tmee a.nnlon Deeepvnene: PB-mw Bma Trc.T.mre Tvmrnv
BmMBINommlbn Evc.EeVwmfvo.mm
w.pnmewua X.9.•rba ewamm+..0
Ree4eGe.bWybwdlMa Wi MYiprmMgvE6YMv. RemvsmbNigmwq@mt .gvprq
em.e.rrwXe apvYsneerm@.vv
vmaal Rextlom:
R•61o1mm u • W WR1M Nwtem pn,Xpw QlmamXU.
amYmmn upn ime wnm imm a, @a.m a. ie aame mY pmbi mm U. u • R.
a• • Mv9mm� BvneMe nu W en rmm a YwY mm Iae m•. (wY @ mime}
NONnnlel Reabtbm:
ra.lamanwn amYTamla.ew Mmmetl•nml nn[m. McTeu.mmeh.nbvpeppomd.)
Pn•Mmmum amtlha.eneamv M.Ymu•eem m.epmv(pmimm•}
Reevtten OIme1¢onr.
U h•IwwpYNespaSva W Y.m.m®nmeahM1k4gbmw.upwgetlnbpsubp W m•e•uemlpml�am
VerU IReamoneRmN Rw H@mNel Reac9ml•RH:
PmMP.:lm•magm/mmw.e.mmtlYetlee.mp. Fmv.e Reem@.mmya9mmw.mnemntla.emn.p.
xWeu.. Pemlm •eweYmmmw.u...atlwe.mea. xmm.sxeemm•vm M�ommm.mlmrmmmpmlmlm.
e. P,IvmN519me,YN•tlbmNmtl PmNarvfa'dFmmMblW 9memval F@mby,brpa•P.agelpupry potlugn,
hhhp@,btlpWelleum Wme(mnNblW muYmYlrsnllg
IA611
ALPINE TrusSteel`
=lake Qengeeriw,Sr!e M. 01a n.BZW IOMM M
I=Wemlmn Bmse: Sh ZN, Mzyme Neynb, NO/9Wf I11000I-M
Tm5t.1 Smel Swfff eSom:
IBO fA@E Spadratlma:
19C216bb< 2916C2i61aQi6IDRS R1
ST19f2791.6.'iieJh55 KL
gRG2i6 fA¢ibpl.691QII
T9tl.mam[ iei9C9.m2A].DYI656 Y91
p6i9p.m favlmiM1N91
awew.munmeupXsi
6li9Cpm]m1mNs6Kv
TSdDJ 61>! Tntbelm...apaesbet¢i
snsumab.f.maastm
.]i9G.m3belUt155161
snsumaa.pmseaslm
mrsuweallmeppplmi
ensuopzsaaowmlol
bleb Fmvrs4plrsFpme mitlensc
P91MPl5lm 99Gn1s W qe@ 1 mm9e1.
mMm %•691t61mtlmiNm@n Fu•B91t61
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B - B 75 382 K - L 1068 --846
B - C 1587 -1382 L • M 1066 -848
C - D 16M -1302 M - N 1168 -.1160
D • E ISM -1068 N - O 0 0
E - F 1655 -1304 O— P 0 0
F - G' 1581 -1302
G -JH O
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B - J 33Z7.5x1.62 1568 -1312 G • N 33Z1.Sx1.82 1202 -1180
B • K 33Z1.5xl.62 1202 -1180 G'. O 33Z1.Sx1.62 1568 -1312
C - K 33W1.5s75 3B0 -237 H - P 33W1.Sx1S 40 -51
C - L 33Z1.5xl.62 427 -329
D •. L 33W7.5x75 346 .233.
D -.M 33Z1.Sz1.82 256 -T57
E - M 33W1.6x.75 243 -M
F - M 33Z1.6x1.62 425 -33
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Web. Sim Tans. Comp.
A - E 33W.75e1.5 38 -W
B - F 33W.75)L75 543 -274
C • F-33W.7SX76 82 -315
C- G 33W.75x.75 515 -221
D -.G 33W.75c75 192 -101
Chords
Ten.. Comp.
A - B
48
-30
B - C
285
-115
C - D
50
-122
E- F
0
0
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151
.354
0.708
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A -B 58 -15
B -C 0 -175
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A - D 33W.75x1.5 23 -31
B - E 33W.75x75 288 -Z77
B - F 33W.75x76 448 -144
C - F 33W.75x75 275 -134
03"
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A - D 33W.75k1.540 .101
A - E 33W.75c75 309 -98
8 - E 33W.75z75 304 -205
C F 33W.75m75 217 -73
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A - D 33W.76a1.5
22 -32
S - C
37 -74
A - E
33W.75n75
172 •54
D• E
0 0
D- E
33W.76x.75
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Height Detail /VL"'9% AE a 10111118
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IMPERIAL CHORD VALUES
SECTION
NAME
GAUGE
DESIGN
THICKNESS
(i0)
E
(W)
Pv
(kal)
MLL'SECTION PROPERTIES
NLLY BRACED ALLOWABLE6
WEIGHT
(IEa./nJ
(I )
-M
(In5)
S
(Ina)
toa
(Val
(I Ea.)
P.
(Iba.)_
Na
(In-IbaJ
2BTSC1.)8
23
O.OT99
SS
65
0,2510
0.3150
......
0.0]09
0.0963
0,150
),]81
5,])6
0.85
33TSC3.)S
20
0.0318
55
65
6.2880
0.2803
1 0.2003
0.0813
0.108I
9.]06
8,)3d
8,59!
0.98
43TSC2AS
1 IB
I 0.0lSI
SS
6S
0.3)16
0.]962
0.2532
0.1060
1 0.1382
1 12.07)
1 11,351
I 8,33>
I 1,26
METRIC CHORD VALUES
SNAMEN
GAUGE
DESIGN
THICKNESS
(mm)
(MPo)
P°
(MP. )
NLL SECTION PROPERTIES
NLLY BRACED ALLOWABLES
WEIGHT
(kN/m)
]y
(mma)
4
S
4
(MR,)
b
(mm5)
a
(kN)
Pa
(kN)
Ma-
(IN-mm)
33MC2.)$
32
0.]593
3l9
I82
01,97
1116.670
2,874
29,511
1,565
32.03
655
0.012
]STSCT.)S
30
379
IQ
ld8
108
11fi.6)0
3,281
3.281
33,010
41.29
]8.85
745
0.018
ISTSC2J5
IB
1.8)88
1.1645
379
468
240
J18,T6T
4.149
U,TBB
2$fi8
2,265
53.)5
53J2
30.51
903
0.018
TSC2.75 CNoM Section
Ga l I. All 0mal la ASTM A853 steal alln G90 minlmom 9alvanlaoMpa Sam metal Inlaknua la 95% of
tlaa19n NIIc4n li.
2. S am! Yy an ton Poaitlae b.ml 9 cauain9 cam1n5alan 01 IAe cloaad and al llla aecllon.
3. T. v Allaombla Tamlan. Po c Martell. Compnaalan, Yy a AlbaaGla Yemanl
A. TM1a Wettable valaaa ,Ivan In Ittable do nos nNael cep alnn9lA Irma... due la cold aom
at
Saemin9.
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A' i H0NC85p UATHII:
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IMPERIAL CHORD VALUES
SECTION
NAME
GAUGE
DESIGN
THICKNESS
F
(kel)
I.
(k.l)
FULL SECTION PROPERTIES
FULLY BRACED ALLOWARLES
WEIGNi
(lb../IL)
A,
(Id)
L
(Ind)
S
(Inl)
4
(In•)
SS
(In )
To
(Ibf.)
P.
(Iba.)
Mu
(In-Iba.)
28TSC4.00
22
0.0299
55 -
65
0.3808
0.8080
1 0.3868
0.3138
0.2506
12.3)5
0.506
II,2Bd
1.29
13TSC4.00
20
O.D346
55
65
0.4389
0.9282
d3 O.t1
0.3616
0.213W
14.266
10.368
13.299
1.49
4313C4.00
18
0.0451
55
65
O.S6J3
1.1900
0.5611
0.4649
0.1)116
18.457
14.495
17,879
1.93
54RC4.00
16
0.0366
55
65
0.7052
1.4660
0.5952
0.5]40
0.459]
Z3,91B
19.286
22,240
2.40
68TSC4.00
16
0.0)I3
50
65
0.8551
1J450
1 C.0116
0.6920
-O.SS3I
23.621
22.W1
23.839
2.91
9ASC400
13
O.IOO
Sa
65
1.1957
2.3700
1 1.1006
0-9630
0.7)0l
35.795
33.213.
32.952
4.07
METRIC CHORD VALUES
SECTION
NAMEm)
IGN
NESS
F,
(Mpa)
S
(MPa)
FULL SECTION PROPERTIES
FULLY BMCED ALLOWABLES
EIGHT
(kN/m)
(mrel3)
L
(mni3)
S
(mm3)
4
(mm3)
St
(ril
4
(kN)
P.
(kN)'
Mae
(NN-mm)
28TSC4.0095
379
446
246
336.314
6.339
130.613
4.107
$5.05
38.19
1.225
0.018
33TSC4.0080
4200.87H
'3]9
448
283
386.346
J,2J3
150.509
4.J31
63.46
45.12
1.503
0.022
43TSC4.0055
3)9
448
366
495.315
9.293
193.506
5.089
82.01
64.48
2.020
0.028
54TSC4.0026
3)9
448
155
610.195
I1,409
238,917
],533
101.94
85.79
2,513
0.035
68TSC4.0010
345
448
552
J26.324
13,300
288,032
9.064
113.9]
101.74_
2.693
0.012
SMC4.Da832
345
440
"1
989J96
18.036
400.831
12.625
159.24
162:24
3.723
0.059
1/2' 2-1/x' (64mm) 1 2'
(ISmm)-(13mm)
(3han I/2' (1YP)
1. .1'e1..' le IY Ag!] Meel .Ito 490 minlTum ge hanliellon. gen meiol INe knee. Ie 95Y - at aetlgn thickness.
2. Se
1' 2. s and
na ulh
m ASan for ponn.e eenaap toh.Mg aomvnenan at he ao..a and of the nmhh.
m
3. Te . 3nh.a51. onnan, re = Alla.aele eamvneran, un = Ana.ebi. uemenl
4. The mM.oae valued gmn In mo late do not nNCt half Ynngm Increase due to told
I /]• 1-1 4• 1-1 4• .am or smack'.
tl]mml xmm simm
d. vnpenut a .au9 to 'no AISI 2016 -Mono Amenton Spmncolon. far me
28 to 54TSC400 CNOrChord!Section 60 and 9Ji5C6.00 CHOrd Seetihn 0ontgn of Cold -famed Steel Sehnl YtmSa' (SI00-16).
mf4m,u...
�
ALPINETruSSteel'
TSC4.00 Chord Properties
_ `•
_
etanduA C41e)b
Dro
wxw.Ttu36twl.eom
oe.aavd amlevaelsml
.s.e iemmewe �a4 o••F+wYwm
c•
sTn19oF
:p0• p
F
'
tiFf I IE
'�=
; w
ems?
Oa
F
TemSbM 0eM01itgary:
Ya�aa6e4olPmyRa
a�..we.mwu.tr..n..aarwers..+
e..®Madent .rs.e.er�r.ea
Ire w '.arsw..a r•
Me.Y i1111iM3e
IMPERIAL CHORD VALUES
SECTION
DESIGN
F.
FULL SECTION PROPERTIES
FULLY BRACED ALLOWp8LE5
GAUGE
THICKNESS
(In)
,)
(�,�
WEIGHT
(Iba./11.)
(k91)
ll��
5,
(1r14)
(In4)
(In))
Qn )
(Id)
(Had.)
(IbaJ
(le Ibs.)
28TSC3.00
22
0.0299
55
65
0.31JS
0.]914
0.313]
0.2572
0.21J4
10.188
8.135
],26J
1.07
S3TSCJ.00
20
0.0]46
55
65
O.J61t
D.dd891
0.2791
0.3074
1 0.2451
11,111
1,]5]
8,989
1.23
43TSC3.00
18
0.0451
55
69
'O.d658
0.5)33
0.3550
0.3930
0.3148
15.1]911;30d
1.SS
54TSCS.CD
16
0.0566
59
65
0.5178
0.7031
0,4333
0.4B48
0.]B80
18,))9.
16,811
1J,B)d "
1.96
METRIC CHORD VALUES
6HOCE"
GAUGE
DESIGN
THICKNESS
(tam)
(YPa)
To
(MP.)
NLL SECTION PROPERTIES
FULLY BRACED ALL0WA9LE5
WEIGHT
(kN/m)
A.
(m ml)
6
(mmr)
S
(mans)
(mm�)
(mr12)
(kN)
P.
(kN)
Mo
(kN-tam)
28TSC3.00
22
0.]595
3)9
418
202
163,91]
J.994
111,20
],49)
45
36
821
0.016
33TSC1.00
20
OWED
]>9
448
233
I86,84fi
4,5)4
13].950
4,020
52
43
9]0
0.018
43TSC3.00.
18
1.1455
379
440
IDI
238,625
5,817
163.913
5,159
6)
59
1.266
0.023
54TSC3.00
16
1.437e
3)9
4"
3)]
292.652
),t04
201,789
6.358
84
15
1,563
0.029
28 to 54TSC300 CM1 M C 11
I. Ad feel Is ASTM -A653 914e1 with C90 minlmum galmNcallen. Bon metal Vitakn... is 95%
.1 afford, Ihieknna,
2. % and Ma, are for pastille bending coueln9 Compression Of the closed and If the eectlon.
]. To v enfeeble Tmalon. Pa v Nb.oble Campmvion. My a Most Moreno
4. The solenoid. ewM1
salu. qn In . table d0 not reflect ., ....In Inana,. due to cold
emk 01 la,minq.
5. Prap.dlaa d,laminedlaa(SEN�b 'north Amadcan SpaaDcolen tar me
D.alcnmronMq
Jp.tl.mbn; r51 oa-mL
�� �C; Ja,..auP :' �- Sfen6W blAl4'
A tI ETru55teele11
TSC3.00 Chord Properties rsaoen
wwwSm%SmDLeem
10111118
Nmme.mm PlaCA6n
IMPERIAL WEB VALUES
SECTION
DESIGN
F
F.
FULL SECTION PROPERTIES
FULLY BRACED ALLOWASLE5
WEIGHT
MANE
GAUGE
iHICKNE55
(k.1)
(k11)
1.3
(Ipa./1T
k
In'
i
$,
Te
P.
Ma.
(10)
(1. )
(id)
(Ina)
(in4)
(I )
(IbaJ
(lb..)
(in-Iba.)
MWJSxJ5
20
1 0.0350
1 0.0940
1 0.00)B.
0.0208
0.0070
0.0208
2,558
2.371
562
0.322
3lWJSaLS
20
0.0]50
65
55
0.IRS
OAR]
0.0504
0.0145
0.0388
3.970
1 3,541
1 1,519
1 D.501
33W.75x2.23
20
1 0.0350
1 45
1 55
1 0.1998
1 0.1182
0.1051
0.0213
0.0567
5.335
1 3,860
1 2,831
10,6)9
METRIC WEB VALUES
SECTION
MANE
GAUGto
DESIGN
ICKNESS
(mm)
,
(MPB)
F.
(NP9)
FULL SECTION PROPERTIES
FULLY BRACED ALLOWABLLS
WEIGHT
(kN/m)
ti
(mm5)
k
(mm4)
5.
(mrlf)
i
(mma)
ST
(mma)
Te
(kN)
- P.
(kN)
Mm
(kN-mm)
J3W.)5x.)5
20.0890
310
379
81
3,2R
341
J.2R
341
11.3]
10.55
85.5
0.005
OJWJ5x65
20.8890
310
3)9.
95
i),60)
924
6,015
6]e
0.68
ISJ5
I)1.6
0.007
3SWp5x2.25
20.eB90
J10
3)9
129
19,199
1)22
8,Bfi6
929
23.95
1).D
]1 y.9
0.010
1/4'
(19mm)
3/4'
(19mm)
E
E
]/C E
� E i
WJ'-" W15e11 W)5.225
6enern I New.
1. MI lobe• 10 C form M MT. AKO .Ilb G90 minimum 9alaa nliallon a/ pool. Ban melel
Ml knen Ie 95M al 1ee19n Ible9npa.
2. To - Mlo.able Ton.l-. oo - All-W. Campo» iom. My . Allo.abl. Moment
3. ID..%-bl. -We. IN.. In I. MIA. tlo nal nlled my nlnn910 Ncnou du. la ..14
.aN al lom,ln9.
4. Pnp.dlee d.1.,mp.d occOMIn9 10 the M51 2016 'NMA .M&Mcam SPecircallona for Me
v.•11. al Cold-F- ; 1n,alurcl Mn' (SI00-I6).
. a.NrP4�.mG
I--
/�� �
ALPINETrusSteel'
wwW,rrM9sn61AeR1
mmmwmrewyn>m/N➢lHaal
n.rrNnn�w,.ee! woaiimlwlblwrlo m.r
_
TSO2.75 rube
Web Properties
_ _ _
QOe\�
; �,r
BEEF
9pR Ff p110�
`.�SS:
ew
lam:
`
81A000NOabB
T8009
OehK
10/71118
TNL4WI0ahDCMp9dIYI
Mmd�6omnPlro.raaa
sMVrw..eW .. �4 .b Yla.•®tl Yr
Mstlews IRY rwav+.�aM...w•
Nanae..ed.W.e.
WR EIILW
IMpERuI wrR v
ECTION
SGHT
GAUGE
DESIGN
THI (KNE55
(kil)
(kzl)
FULL SECTION PROPERTIES
FULIT ERASE. ALLOWABIES
IOa'/11.)
(l�)
6
(inz)
S.
(ins)
4
(inz)(IGa.)(in-Ibz.)
Mac
33C1.5x1.5
20
0.0346
60
55
0.1900
0.0593
0-0723
0.0691
0.0922
4.547
3.JA
1.318
0.612
]3WI.5x1.5
30
0.0350
65
55
0.1990
0.0705
0.0939
0.0J05
0.0939
51385
4,J11
2,451
0.680
33W1.Sz2.0
20
0.0350
45
55
0.2]68
0.1381
0.1381
0.0893
0.1190
6.328
4,95
33.611
0.798
4MI.5xl.5
18
0.0460
45
48
0.2585
0.0893
0.1191
'0.0893
0.1191
6,203
6,461
3.2 88
0.879
4TYLSx2.5
18
0.0490
45
55
0.3]21
0.3Is J9-
0.2544
0.1458
019"
10,025
8.351
6.854
1.265
55WI.5xl.3
16
0.0590
65
48
0.3251
0.1096
0.1661
0.1096
0.1461
TAGS
B,128
3,93J '
1.106
6]W1.Sx3.5
1fi
0.0650 _
45
55
0.6150
0.93d6
0.5341
03522
0.3362
16,SJ1
13,248
1d.39G
2.091
SGHTDESIGN
ECTiO
GAUGE
iNtmm'SS
(MP.)
(MPo)
FULL SECTION PROPERTIES
FULLY BRACEO ALLOWABLES
( NI/m)
Jyx
(mm )
6
(mmz)
5.
(mms)
i-
(mmz)
Se.
(mms)
is
(kN)
P.
(kN)
Mm
(kN-mm)
33L1.5z1:5
20
0.eJ88
D6
SJ9
11.
26683
1;1 AS
28Jfi2
6511
20.25
I6.6J
205.4
0.009
3SWL5xt5
20
0.8810
310
379
129
29,3d{
1.539
29.344
1,539
23.95
20.96
27e.9
0.010
J3WLSx2.0
ZO
O.BB90
310
SJ9
151
5),602
2,263
3J,169
1,No
28.15
22.03
408.0
0.012
OWLSx1.5
18
LIfi84
310
330
IfiJ
9J,169
1,952
3J,169
1,952
2J.59
20.J1
362.5
0.013
4JW1.5x2.5
I8
1.2446
310
3J9
240
132,320
4,169
60,fi8J
3, I86
d6.60
3J.15
A4:4
O.I BS
S6W1.$L5
I6
L{966
310
330
210
43,619
2,396
45,619
2.390
3{JI
Sfi.lfi
444.E
0.016
63WLSx3.5
16
1.6510
310 -
3J9
3W
389,010
8.T52
104.9J6
5,509
J3.J1
58.93
1.626.0
0.305
1-1/2'
(Ymm)
�
3V 9 wl.5nL5 W15.20 wl.6e2.s
ALPINE TrusSteel' TSC3.00 & TSC4.00 C-Web
and Tube Web Properties
W,lW.T3u03teeLcm
Genem Ne-
1. Sl.el for CI.b.l. la Al. A6S1 .91h G90 minimum
al-lzar
old mInhhhar maeum n. Steel 'Of
nvello n all other eu=I.e Gone - o15l 1.1c... a
Eis BSS o1 deal, lIV.kneea. o
2. % dna ko on 1=1 pmlur. bendi, = alnp =ompnoemn al
the closed and e1 the ee=non..
3. to v alchooble 1-Ion, Po = All-obl. ComPreavion,
uq v kle-obl..-snr
1 i. The ono.oble whin$ given In We MGI. do m rafte1 cnr
.Inn9m I -ream. doe to =Old vork e1 loaning.
9. Pmptllea debMmd ec=oNing to the AISI 2BI5 'North
`a`tG11N1 devn Spedfic=Ilon. ter Ih. Oeel2n .1'Celd-Formed Sleel
s pF�Br�l Members' (5100-I fi).
.6M:
10/11/18
IMPERIAL z-.. vdlNpc
SECTION
NAME
GAUGE
DESIGN
THICKNESS
(In)
F
(k•i)
FULL SECTION PROPERTIES
FULLY BRACED AllAWABLES
WEIGHT
(Iba./I1.)
A,
(Il2)
k
(In•)
S
(In•)
(in•)
SS,,
(Im3)
T.
(Ib•.)
P.
(IbdJ
Mm
(In-IbaJ
]]Z1.5%1.82
20
0.036855
0.2496
0.0851
0.104)
0.0731
0.0974
5,9)9
O.849
1.121.5%1.62
IB
G.:5155
L4.
0.3218
0.10B)'
0.1338
0.0926
0.1235).)0)
),ISO
].20009S3Z1.5X2.50
200.034655
0.30)0
0.2333
0.188)
0.1030
'0.1374
),35]
6,>59
4.416
1.044
OZI.5%2.50
IB -
O.Od51SS
0.]966
0.2998
0.2590
0..11
0.1 )OB
9,499
8.81]
Sp4l
1.318
13Z1.5X3.62
IB
0.0451OBJ10.4103.
0.1848
0.2464
11,929
10.611
9.796
1.693
Sd21.5X3.62
I6
O.OSfifi
65
1 0.6163
1 0.9157
0.5032
0.2212
0.299D
10.452
15.554
15.078
2.095
NAME N
GAUGE
DESIGN
THICKNESS
(MP.)
(MP.)
FULL SECTION PROPERTES
FULLY BRACED ALLOWABLES
(kN/m)
h
6
S3
41
(mm•)
T.
(kN)
P•
Fit I
(kN-mNm m)
33Z1.5X1.62
20
0.8)BB
2)6
3)9
161
]S.121
1,)16
30,427
1,596
26.60
20.01
279.5
0.012
43Z1,5%1,62
1B
1.1055
2]6
])9
20B
15,21d
2.19]
38,54]
2,026
36.28
31.80
Sfi2.0
0,160
33Z1.5%2.50
20
0.0788
276
.1.
I96
9),10]
],059
42,8)3
2,252
32.)1
30.07
499.0
0.152
43Z1.5%2.50
18
I.I lSS
2)6
379
256
124.786
!,9]0
51,368
2,B61
13.2g
]9.20
619.0
0.19)
13Z1.3%].82
15
1.i154
2)0
3>9
J21
]09,551
B,HI
)6,920
6,0]8
53.06
p.20
LI W.O
0,20
56Z1.5%3.62
Ifi
1.4376
345
l4.
398
ISB 1.143
0.2)91
93,319
0,900
82.00
)3.61
1.703.E 1
6.308
1-I/Y JJ FE
(IBmm)
-
i
am E
nE
+
3/6• �•
LI.Sll1
(lemur)
62
ALPINE TrusSteel-
vAMMATEusS(eeLc m
to
\E
lz
TSC3.00 & TSC4.00
Z-Web Properties
E c^AII • N.4.r
All alee I. l ie A$.M 6 I••I olli OBU minimum
pvlvvnlxvlien. Ben m•Ivl IFickn.n i• 159 of de•Ign
FIeY n•••.
- 2. Tv = YlareLb bmivq P. = Alla.<Gb Gmpnnlvn,
,Q Ep Ma a Allo.abb ucmml
ma 3. m. ollembl. volu•• glen In Ini, mel. do ol N•ol
l " enr •Inn91b Mcnv.. dv. toecla .erY vl ivrminp.
4. Pnp.cll.• d.l.nnln•d occoNlnB b IF. 1151 2018 Norlil
Am.l Ho.
lm6.n�d (5100.18f'n .I Ccld-form.0
:L523.6: 3'i
TS010A
cam
10/77/18
rlluswo.m eXm90y,
Mn0.9.mx %op.6,.
Fastener Placement Detail
Typical Fastener Placement Sr•�el(eccttii(a'ons
• - clean«[ = 3/I6• (amm) (a,rsc].aD s rsu.00
do
Op «nce - 9/32' (Jmm) fey IS2A5
Ed
e - Enda alahnn (1.0 a rmisnv Old.)
C - End eiemna. (aD a wale.(, Ole.) If - rmmlrm ma.... .pea:^g (3.D . NO.... Dm.)
9
W'
gM5
SlnDle Shear Fastener Double Sfieor^ Fasfen
c 611
.1 111. an.., load, p« foal.... a.. (k.) far IJAUD Cots. sn«s' fall....
A
I., abb and
I., lmbdr
Ioin...
(IT ) ! alnd at•land 1 �liclar (mm) E6lence In (mm)
/f1 dal/4 (6) /1{ 2=C_ ]/4 (I B) /14 gal/4 (6)
i ..b
LrvaSleel CMN
Thlie-le.
ckn
inl._.0
22 zeMC
9'
za pc3T5C
169-4]i]C
16g-SgSC
IAg-661SC
13y-BJiSC
20g-!SC
SB2 (2.59)
........I
Is.
I -III
--a (3.9d)
... 11.14)
111
(3.11)
20g-3]W
654 (291
722 (3.21)
B22
(d.66)
11 930 (4.14)
9!0 (4.14)
930
(4.14)
10g-OW
)2B (3.24)
916 (4.0))
IIBI (SSS)
1261 (5.82)
1264 (5.62)
1264 (5.62)
I6g-S6W
J2B (3.2{)
916 (4.W)
IIBI (5.25)
1264 (5.62)
1264 (5.62)
1264 (5.62)
'I6g-63W
J28 r-4)
914 4,IA
IIBI (5.25)
IZ64 3.62)
1254 (5.62)
1264 (6.62)
g'..able Maar
lava. par laabnay IDa. (k.) tar Ies.SA3 Si,bM 3,ed, fotlsnm
Oelvll 0 - Raoomm.nded fall flat l Is, minimum !.[lens,
au C geQin plocinp Ine laelm.r M the cooly at the
Ina Oappmr.d Inn dra.i Bennry anal be .p«10.e DY
D.lan C - a«am m..In Idle nor faefin er mr muD center
c«Ilable'elm°la.e i.pa.ea io.omn In
neEgul Ina
euM1rr of the
Wv anvingvh 'hall ee .pu10.e h ln. appnred
1.u41"I
iN.51a.1 Chad!
Tole Yn...
Inl Yda.
22g-2MC
3og-13nC
IS.-O
I6g-Unc
IIO-66i5C
1E0-9JIs0
20g-33L
'tee (1,10)
2l8 (1.f 0)
216
(L10)
248 (1.10)
"248 (f.10)
248 (:1 ff
fl
20g-SSW
252 (1.12)
252 (1.12)
252
(1.12)
252_(1.12)
252 (1,12)
252 (1.12)
189-4JW
418 1 0
(1.66)
I6g-56W
110 (1.06)
tl8
418
(L66)
110 (1.06)
418 (1.66)
418 (1.66)
18g-6]W
416 (1.86)
d16 (L86)
❑B
(1.86)
416 (1.88)
418 (1.86)
418 (L86)
6
5
Eaney (1]Lyxyf"
1. M.D Double se«� root.^[. menr«.d lb- dnaa of uku0e r35. t4AUD6u.
I"MD6L126. I4AYOE2.3J3 and 14AN02.625.
® '®
s
0.1a11 D O.lall E
2. 14AYD lv.l.n ar -1... fai tube ('N) ..I. ann. determined by teal felowInO subeftne. sat renn In
Cnapl.. S of Me/ ..an Iron and Slut Incialub (A61), qy 2016 'Narch American Speclllcallen.
for In. 0aal0n of Cold-F-d Steel ]hu.lunl ...be. (SIN-I6). Idbect 1-1 ... r Ins... and
14AW Isel.n« .alu.a for 33C1.3.15 . delannlnea b, . ['tenons set tart. In Chapter. J4 of
In. Amarlaan Inn and West In hhfa (AISI). AI51 2016 'Nonb AmsXean Sp eliearans la, The
Onign f Cold -farmed St..' Slnoluml1ambed (SI00-16.
3. Th. ,WD and AYs foa.n.n an .elf-dAlingu Nesel-.sod ¢nv rinall. from 1112 .,ban
.bat .In that Is as. nord«.d and arse costs md to doll Innupn M Install MI. irvesbsl'
cnoNa one ..be. in. Ihnads o a DUXnn t/p1 ell. Ihi,leen Ihn'do par in.y are
Tonuloelurad to Is,,- M a [orlon[[ vile the s.ah of Aulemolfre Fn Clneen (SAE) J76
ndo. far eta sl ..n-edlan .j.gpgq and It .. a and plebe and hnm.he .00hed
anlohn pralial. poll n Qi`fQ'P r"III, A T. F1g41.
LPI ETruSSteel
W W W.hwSteeLDom
.dr.®awumtg nmvpdr.,
ww.y F to Is+I..a�Ie mut
Tube And C-Web Fastener
Placement And Allowable
Shear Loads
�' ° F'
to,
nfECF
4rrya�aSJ .fie
�NAI
'�he1111111 Mt\
'',
k3
`
S1an0a tl °"°�
isott, isott
om:
tmtvte
TIo81w Cabitl
iWas plpls6
a e..r.mera�r ea.r=s,c.r.
..®w..®.. �d
anme.a..ew� rra..r..a®a.p...sv..
paNaT�Y=a tr,
Fastener Placement Detail
A - llp .loam ma = $/IB' (Dom) far RL].OD ! RCLDO
0 - Edgepialanc• (1.0 [ Faabner Dia.)
C - End distance (3.0 a Feaievr Die.)
s - ulnimum mn.n.r apamng (3.0 . EaiNner ma.)
a
c BI
Awil•bb a
Np ran.n.�a
Fml.... Old. En foot. n.r ap a<In9 Faaener W9e.
In. (m m) ! .nd dlarann ln. (mm) Balance ln. (mm
,le a=1/. (fi) /14 S=C. 3/4 (19) /te 0=1/I (6))
DIfO - Faalen.. pl...men, .Da 1, an. l..I.... to nmuln
fa, oW,on: Fa.Nen n. o .1 1., and Lolrom of can... vat d ,.
plactlnln -pp-ail- .ldei o1 ..b as iI..n.
➢xaa r — loot.»., pm<•m.m dodo mampl. load».»
,puma rap don prop.: edam .nd no. 1n the a.m..
";^.wallable envy and d[pvnd N.old the WI•p MIA M.a
quvnlih ahnll b..p. ifi.d ba appa
01vh1 ce n S., 5
area al top
wb.n an add name.,
of fanners to req<I.N. the numb..
of I..l.n.n'pm..a In
I.S. and r19Dt area
ian b. dim.... er 1
aalen.r mdamam.
When an . nu
of IVA.n.no 1.
nquind, plvice equ of r
to I .-I-Con-to.. of 1. re
v
at bonom n loft and nght
De o O OekN E raa e.
Typical Fastener Placement Sections
8 8
Aar
Single Shear Fastener Double Shear 'w Faz
able 'he" lea" a.r re,Ne,r m, nu\ .....Aun n._u. e.._J..__.___
Jnsslea w.b
•..Fina51.e1 Chard
Thmtn.a. •V'••^•,,
ihi<kn.ia
229_28MC'
209-33TSC
I89-MTS
I6y-51T9C
tl9-6BMW
20p-3II
-1 (2,59)
of. (]A6)
>e]_(]AB)
eB6 (].9Z)
00fi (].9J2B(].Q(Z02)IOBpAeZ)l6fi(5.19)
Ii66 (9
3of
91Z (aOJ)
110f (9.2])
f26a (S.fi2)
IR6. (5.
.'..able ah.e. load, e I foal.»., lea. heft In
Tru.SNtl Web
. .. .__.._._...... ........ ..
imISNO ChoN INconeaa
Watch.
229-20RC
209-3315C
109—A313C
169—SIRE
I 1e9—ta"SC
129-97ZSC
2a9—JSZ
NB (L10)
2e8 (L1ajI
210 -J0)
2e0 - 0)
I — (LID)
2e0 (1.10)
189'e]Z
369 (1.61)
369 (f .6a)
Sat- 0.64)
]69 (1.6e).
399 (I..)
3fi9
I69—SQ
qJ. (1,9e)
ell (1.9.)
e3J (1.9e)
1 e37 (1.941
1 432 (1.94)
437 (1.94).
c...ml xn..
I. IMMD Do be $hear» Fdalen- m.naanea Dhow ..natal of t"..32.125. .1p.Df t.3J5
and 14MD2.B2s.
2. 9e... memo.. -I.... he an.-Ir.d br r.ar renovin9 9uI0Mma ..1 loon m .hope..
K al the pmWeon Iqn and $I.1 tr Op ul. (p151)� .191 2011 �Naah pm.rf—
$paellicoNona ter IDa D.e'n <1 Cela-FarmM 91ae1 5lnrefu rot uempare (s 100-I6).
IMPS to alenv Wlu.a .n. ael.Imin sa Er col -lion eel Nr- 1n ChopN1 Je al the
4n. xe an Iron antl $teal InTIryN (.19)., ISI INS 'North pmeaean. Specllleolla na Nr
rh...Jvn .l CeN-Formad She
l SM1uchr<I --mbere
(9, a0-I 6).
3. Tn..uD and Aus la al.n.n are aWf-d allln9 x.. . h.: head avev mod. Imm 1D22
corb0n .feel vin one u.. aeaivn.a IB aan lhn ovn .na mn.11
Ime nvesNn .horde .na ..m. rn. mnaa. on a b<ne.a. fgp..i a IhM lnnma
per
IncM1. Ttn an '"a
»urn crane N ,storm N ....Man.e'.Ifh me se<IVIy eI
.'amall» Engfn•ahe (Spa JJfi .lanais far aleel dell ---INS Ivpping . ead
Dllh ASNF F19eIM. nI � .pry. Nn1ehM eo-.I- pml.<Oon appfled 1n otter..nee
1 fl.
'•I.
�,�� �
AIIINETrU55teel
p Tm6Steel cam
nee= 1hanee pa poefmr� ,.Ineddefo eaff,
nal`°.°o.•iwm.,aw••rw.le em„
Z-WebFastener Placement
And Allowable Shear Loads
j P:• G 3p
o V2.1 sN
V ATE
F.
4'9gy%ONAL
4,I NY
• $
d� � _
�,
`a
Smn6m Uphh
10111/18
Jm.sm.metiD ceepaa3: J
Feml.wem.e
Iw`.ramae.•'.'b""vu.'a"^6 r+atl..Nn�'�'.K
an."m' r:w` de w..: w..a.r...
ursglucs.G ar """01:5.0 -
BPnI-U Pilo Brit Connector
��
ALPINE TrusSteel-
wwn:TneStbol.Gom
lenG
B^U Pit. Bnat', Cmcor
foerenen i •eM1 ine EnaM Ine
unxc%aa v xrsxa.aB
Mingle! Pilen BreOY Connector
Gene., R.I.,
raei.n... n Ilor ue w.Cn].0
Ben-U Pill, Break Colnee.k
rea
Oeme wen
43MH 5.OK or 54TMCI.ORne
Mingle! Rmh Break Connector
L loehner .poem, and end timanN ie il/P (19mm) minimum, ....of ae eb...
]. Beier b oppmed Im a dn.Ingle be npulnd belerm ripe and mmunlle. for
eocn lo....I epnrddl oem.
I. lozlenor mra... . In., ee naa..an muum C. ma.. a mei a n ,!:tenet
be thm e. IDN Will neon In a r.auenm In me ,obi number of Iatt m nyurnd at
Ine plum bnaY Joint. I: ,,.Uri
®=loa.nv cantofn nr ....
TSC3.00 or TSC4.00 Pitch
Break Connector Fastener
Contact Areas
TS016
10111118
TSJH22 TSJH24
3C3A5 CIM., T— i3G.00 r 1$U2 no .uv
See nvie 4. OiNe
Sae 1e a.
ISC3.]5 aa
SuPioned i5C3.)5
. Tne. o
(3)
Up
I
Dorn
TSJH22 pim.aele Imes Up and Dawn lea (a.)
�—C-T:)'
SCas.Ds)
Up - 6wrh It mna
1 670 (3.99)
1 760 (338)
1 JIM (Au)
WJH3l And TSJNµ Ailara Sla baaa Up and Oam IEe (IN)
load Dirw.11-
G'Na. I-,,
y0T5C
339a
3m.
309a
me
1B90
SOR.
16ga
BB15C
Il9a
12'.
Ingo
Oo.n
1090 (1.05)
11 10 (5.03)
1 ISM (5.92)
1 1310 (5.98)
1 1340 (5.98)
1310 (5.98)
Up - 6rarlly t wind
550 (2.45)
])0 (3.43)
990 (A40)
1200 (5.54)
12W (5.31)
1300 (5_11)
LPI . ETrusSteel'
www.Trus33eDl.eam
22, TSJH24 And TE
Hanger Application
TSJH44
Up
Z
Da.n
Pon.
1. SUS Na Sell-DAI1n9 Tvopin9 Scn.. Sare.e to Fe .,,.ad IFmu9M1 IM1e
Ora -ended Fe to. In M10 n9ea into the T-.Stael <FOM. LF. came au vnlilT
/ e<reve N 10 be applied an IM1e aide o/ IFe Fa n9er Ilia\ Ie_ nal'v1a101 e.
3. Dot o.Wdv enana.a. a.Mncvn e. mar:cocogp aat Im'1w.1
a wd
3. Hon9.n ma, d. located arly.F.n oan9 pinta. <FaNe.
A R.I., to hu ISU.1 detail dn.tn9a T5033 ai i30n4 for pry-to-pl,
connection. for mulX-pl, BIMen.
S. Cond-F—ed .Steel Celculalians on par IM1e N51 MIS 'NodF American
Specri(glyavhMQFe Design 0/ Cold-1-1 Stan l SI—ioral M.mEe s-
T5022
10/11/18
Tn®TUTUOCgnegqu
r--saeacw---11 xlp I•L (ISmm^1o1 looser po ' o: fill Far for Allowable Values
I Clip con nnaM1 pma. ell r (zsmm) a1 suppan.a xemev N A:q Lup v e. •B.Mn
I5• (lYP) eoom moN, o anoip•a. send Clip Is III Jah ryp. of LlTpa le. (IN) appen.e im.. nJpne le
s.e C..r cam.rla[Y 1• s00 1'(I' lee• Ina° Ill (Iilamm).
�' oelan. sappan.d 1.l l� cam. CamerlvcYl ,Ip y gl, sx rla[k 2 IOOO IAI)
Y ft5 NlPlee4 2 Ix]5 (SAp)
LndlaeY x Ix]5 (s.I9
carnetivfn
Detail
�WrnerlvcY and MIPIacY Canneellon
+.f1j..k1
or x3Cx.J!0•Ie1A slFor ISClAojack(ttP) Comerla[Yi ' i xlCi.JB. ]Cfor ]aCL00 MplacY W. RC] CIII
TSCAOOL(]) "CoalPartial Roo/ Lavou/ Tvoieal Jack To C'rd r C 1l TEC2)3. T1Closed Eepe
eee.ml No e. TSCAOar alpI. In•fop and bexem maNs e! II wee.. Oil be prorlr...rial. to edru, l .nwmmp a. qudlm.2Jr •YPpori arl or Cral ..e I. o x-..e, nte, In Ime I., Coanemon Cnoel.SMS v Seu-Ill TolPlna Earl.. Sere. epoanp, .ape dleMnn and .na maane. le!/Is• pemm)
Inln ^mu Lirue. a ee o oln.a .1111 nmml.a load. direful Iv nn. .Ile Carl placed ord.r ..HlCCl 111l(s) 'Hol..p I. C lass A. 01, Ed, Y 83 BIn farre I . p plvnmml inlarmallen(3) IIOSOsFor.-PII HIPa, refer 1a standardCNICE YS0x30 for pl3 IC pIY [enneellan nyulnmenle.]e plew Xie eeY VeLINI Na0 real ee a C-W.b.CPId-formalSvn°..1 NI. AM 3018 al ".'.an apecillcollon. Iw he O.Ipn ofC. vml.r el NII Ce .e o•n 11..Ine cennr
Cold -formed. Elea. ss. l Y.meen• (SIW-18). q 4 0 s A Us .I.- so
mahea .II1, •} e
Detail at Detail 92ez a.el.Del a•e.
Ill Info ]SCJ.Js Lonmellan fol Info TSu.00 or TSCI.00 Canneellon 4C1.o0 Cr rsu.00 Inlo TEMPO or Iseam formation
—s.....k 3/a• pemm) �sslba[Y 3/d• (I'm')
�-semadk I-I/I- Pzmm)
(3) pmOs (3) Ilasos 3) pesos (!) Poses
(3) ".1. Clo..e Lap• (s) /lOsos .1 ..I Eae• Close Easo
of Clip of Clip ITC] of Cllp
TSCx.]3 nca3b or p) Pasb!
11 Wt° + RC400
rspxfl (3) POSOS (3) is as 11 wv (3) If
H lvcw MZ75 IfplocY (3) POsos yo. ar =3.00 or
n".00 Me.
11 XI
RO IICI IN,lack (3) IMES
TSvx.]3
Enalp[k TSC3.75
Endlaak ISC5.00 or
To Piece -1 fill El Weo To pves LI W.,v Wee To peee .1 .1. dPdI Well,Well,Il l00 EndjvcY
Edge or II nTo so . One .Ile edge of snalacY seb a. E^,. of II his web In On. ellh nap. of
Nom. T11e Irds[ .ep foulf 1. m h.d .IIM1 •nala[Y vb oa Edge of II file r♦p In Ilns .Ile Wp. of ndloh vb m
p o } o. eM1O.n. n. IM1e o1Nn .so C•nln 1. In h•d .1III a } as , pql Ian. inn o1Nn .ep npla! Ie m 4•d ..le a } vs abo.i
��� 45" Hipjack, Endjack And A SL •,rso2s
ALPINETruSSteel.' ComerjackConnection Details
V fly tmtvte
wwm.T11Ts5teel.eom _ �yy1 � OF : [Sy=
A .•Ww..nwea.ea.mm.WYp mmr�w.°eea 'go : : i' TmeeY.l eebO n.1•kemvemA mrpWrw•mlllwlaml ..W.�.w..®em ,a .<0 11 _ eetwan:
o�elaale.pnek"..nsen"uler/>lo mpl An.r'v.r aw.dsc,..+e.�aur.w. '�F b,
wmm.la _ e.da�n-.pew•. . Sri.:.,•. � ._ mdr�mincaal.mp
Allowable thee. 1a. (4Ny
coon
ulombl.
woof
CIIP on a. Now
ctp on Win lace.
rzswru rz19rtu
rz6wres I RlSncs
2Br5C2A3
U
550 (2.45P
2460 (10.94)
Pt
1230 (5A7)
2450 (10.94)
J]RC225
U
350.(2.0jP
3060 (t1.61)
PI
I520 (6.81)
3050.(13.61)
<]RC2J3
if
550 (Lear
AS60 (2038)
PI
22a0 (I0.14)
<560 (20.28)
26RC].00
U
12J0 (SAI�s
2460 (10.94)
26RC4.00d-2
12M (5.47)
2460 (t0.94)
33TSC3.00
1400 (0.23
306D
WSC6.0,
1930 (6.61) -
]060 (11.61J
44-3 .60
1400 (6.23)'V'
4560 (20.26)
AIRCI.0O
3280 (10.1 <)
4560 (20.28)
]6RL1o0.
M 66. one
1.00 (62])"6`P
5]!0 (23.26) 6260 (22.BJJ
9225C..00.]0
(ID.99) 3140 (13,97)
.910 (21.8J) 6260 (22.93)
TSC3.00 or TSC4.00
sell -editing Ioppin8
IN TN.Sl..1 <bortl.
PI. - So. f.if
P2 - CIIP as an. lace
!]D Iba (2.5< kN)
CYP as both lace.
ar 126D Me (9.60 4N)
ater la ..a.n(
wil
d pllon)
4 al Upllll t nnnllan..11h Clip an on. loco I. as nab
wnd nail n. o\ 1 /
rNluaa In Inlet. 3U.26 Inlmum .lib Ira]3W.25e.25 and T5C3.00 efrTSC..00 V SW elu ml Slaal .Ill
nlmam ban I. 3]Wl d.ia. mmmam tl.n.f. al.an9ln
C. II .lib abm. eannrclian to 33W.36.1.9, V = 960 19a (e.22 'N). 150 69 (400 Won)
0. II .•b aban-an.lan 6 33.1.5 .75. V = 910 Iba (..OS 4H). 13mal by oIba-
r. II .ob ob0vo c ,titan 1. JJLI�.1A V = 1230 to. (5.42 kNj. D•n.ml Nale
r. II oib abpn co nodlon p D21.L2d. U = I9.0 Ibe
4 If .A aban eonn•<lien b .J21.5.2.5. U = 228D blo (I0.14 4N). I. II a slip die nqulntl on halt loco, oNah the a...ad cup I P. all.". toe. Of the <naN m
ea e'd.
RbR WfC3 2. %Ill-PInnactl
r tmne. nquin o bP an non to...Rater IP T..Sl..l data. enwlnp R023A far
plr-fa-plif aaan. tar 3-PI, I-ral .db a clip as .a. lac..
D 1 R.lar to Trvn S1.0 Ta<hnl.ol 9ull.b. 9610.63 Mad 'Re 1 el 6olnnl.ad Surle<.. to neon
6 L ::far
.' -'.an' Pnpanl.a 01 In. <a nnaallan ails .aiding.
® .. d o TS.WIGS <Ilp 1. ..load 1. aI.•I In no;.... of 3/16- (e.]6al thick In. -ld shall be
D quo.flae 1..-Onanc..114 Cnoplar a of the SI-Nid W.leln9 Cada-Shoal final (AM DI]}
0
S. Waltl nluq an based on a filler m01a4N with 0 minimum tanf.e strength of IO kJ (03 VPa).
G. In Ilou of .Wdi specified ab0n, the lull tallith of the Ts6WIC5/TSIWK5 may
be ended to the
R6WTC6 6.0Nnii.
ban meal Inklar u.(q='6.a53a In. Oa3mm)
T4WTG5 7. .Cale-r0,mad slaty tale Ylplm 3U331 Pre �AI51 2Dt6 'None American Spanncelmna for me
ban metal IN<Ynn. (I) = 0.128 In. (3.25mm) Oolan al cold-r0rmad SIlp3 (3100-16).
,� TS6W'rC5orTS1W'rC5 �` S° •. smNdutlOi�
ALPINE Tru55teel' !Melded Truss Clip `' rsorrn
to Structural Steel Bearing e ; a tontne
WWW.TNASidBI.LD111 a r4
wew. aaapabPale�N.<n �Re6a lldne•Y b�'i.(ew
ne ®�YY, Waow.We.m .d.<�Ss<O R14 �`� TM8fwl0efe0 Cahgary:
I tA.w. �9ala'Y1Y'naalo my Aq ae.e l® ..:ekoi.... 4dpe ;04A LpJ TrmTap�YW 6Ped.. ear