1. Cuul
disriti
Mahaveer
PAhaver
Oste.
Pago
)Ost
TENSIDN MEMBERRS TEGL IZNT
hamg Lclerasiau coaaly ussd uo sEEL LOOE TRUSSESa
aicalla
rak Nessnáee beasik2
emborssisenpuieo alld STRUT
Leleuice
- kneu as TENSIONE wMEMRER_
sbal da aoizll kada Anse memker ia
loaa sepliaaler
AR A au PRINCIPLE RATERSÉ Lauup r
suc doubls asg
AMAIN TIE/ 4caus
abe
Dessgs aaiall leaded Ti M
Sectan
MoDES oE PAILURE
Heru
la
4 GtbsPESGNaLuE
adad sed2
ldn O.9 An
m

2. on gekhraaaluea(Tan Zaaqholuay Cstagqwid RArAJ
Llac thcaninecled eltmean no spmadi
sut_AaathtemameerAemaimum
aleman
UAEaleielazan NETAREA An)
achace suivelkcoaLsaLloa whi
unddRod w _pkati
Nt Acealesg sean AeDara -c-D
GChai lelonq AnEhr 2dk)= i(uilar to previouucaun
alanghikV_plath samilui
An b-nds
.
ww ecuslen sec"oDien ds sectsoaldevalts
hldauun aAi
speudteh
d
brsen 2--A48-0_ 200 mm i:iomm d 2dmm
LAn(b-nd)tl
A 00hx2 (5o HHro-

3. A afactseptaRnk
':4 ' .
Alsao-3a2 A -0076
2 adad Rod
wke W _lhtandioq A a l R
uLihadap
bs w -t 2du mzcs'spi- boh_legs
L cmgth e tod -/
h d diarieoni d
A Ssle
oadaturdhnge
L
eck g-
'.
Jdn KA,AL.
bell halaea
huuAn NtArea o_ap dst
K k a t t
0.9 Apc
K D
T Mo

4. k Black SAea oddascung uptiua i Ahae placa
accmpamuid ay Lyldhig qunu enul plan
fackoic
whu
Atg Atn :Gniuiae NeAniin TENSIONI:uai Ahilt Beli t
anthdai~ SLDCKISHEAS ()
Aen
AngLts)e
Eun
Aunumuaa Thonda be DESIKNSTRENGTHPUE
3 Connected RLOGK SHEAR
Mmiammume
A TNSION MEuBER
ce Ecde dutanct
emddulam
Nueassica STRENTH DESTGN TE PRaALEMS
AsimgtkunoaamakROINTSXCmmacomaas.ca
do ha hikuuduaid plal lat zht cada h
Shic iaeiusoeleksdassas
ahuarplaz
-16in data dnie kanatenas shsuusni a

5. Ao auAaun autrkjpduig-
m
w adslacoadus
b=hecarlag idth ditagocp bla fauths t edg
Homm i homm lem did
uEH1O NHm demm n
dh1g mm
L 5%4o 200 m2
>
wh thsetaaauctinal ardhobk q agumR
LALD2 OK
n o-q (4i4 (416) L02 4322(2s
2 5 .
240 66 RN
OR
ca iroaZe msela dn-2
Se Ahy250 230:45 kN
: L i dn AnAr
to + -
06mm.
LUPTURE O NET AREA (d
a 0R X906x4:0 2313RN
25
dmo
rth qesaaud k ALDCR SHERR.

6. #b A O:9 Atá fuo gSlepsfot analaadeid Temau Meemkua (T
GVEN actrud Load P
| 0- A i Ayfy * *
ndaaprasuocnatrguaisa
A4q t4ox6 240 m
A ALT6E oo+uo)6 k4omm:
acasosutha
AnAsg n-05|dht 440-(5.5/1gx6=6m Ba STEEL TABLE
tealsa u)ilAcsureina_kol,
Hh=L40 X 250 0:9xLRL4i) 23.RSAN 2a heck husiciain hucagth.
V.xI)
T O IX{46x 410 246 2so 1i:23k 94
v3 25 4 SAFE OK
.
.
z . -
|NOTE
RenAL thideugn. i UNSAFE ie <P_
OVERSAEE ie. T >>P :( noterongical)
Tinc Nembn 11K.23
N
ANS
A membur aATeed sae iusAcanus i230: RN
Laual fachaeed lelad esugn aleFsaapl
balkckcomnectiao alaa with ussst Kli Rna th
GIVEN P2z0kN
1012 mm-
.*'"
**iv

7. 6L2NUS
SA isxs o8A-dh t) i
25
slalu um et sox6 300
nde ieLk plalsd 5om A
e 4O mo 300- losx2xc 5 5 x>2xe
234mm
iy0-4AL
09Y 23 x 40
B,4S.27 kN
Tb 22 3 9 0- 24 33 RN
h kels S08 Lheis
Bv 4S.27 A
: Y
30025
5o|
72S RN
4o
SEP
K
du SAFE

8. Tan210-2/N
OR
ddgona
au ISA 100Y}5.xmmcemtadie.ol thm mc
uei olal b mmweldaashouans NoT
A
nm web Oma lengt auumsl
LLLLLLLL
0D2 nq oswarunsal h4 8LOCKSHER
2400mr
Avg An (4o+31D x
eid 310monyts.
g Atn LooXGzDDmm
S3.HohN
4d Stungtdu tjelduiq GPossdso
. 531-4k
AplaliallionZR0mm Xdanm has faun stagzeued be
a ahouea gLoak iial suc
og peuned ky-RDPTURE OFNET ARLA
mtdaa
dnetauaalont 0mn
A
vkus
nm
eth uttandu
.
p1 20 21
m d,
rd 2.t16s.m

9. An bxnd, oleda Jonno sc saitl_plaz_aa0 eachuads usscq
lricua hi naxloadZhatthzncccnt cacaa
what will 6s the Load cauuu az
NDTE
CapaLl
Dasauscd gn kaLadsognsad plattak
The_coiLigl_secALAiiac-~tad apath skidkhaimå
heles nu: na itgs.e
Som Bnd akua__ag 41 m
na
.
Ale_pa4GaE e HCA TwoHoLES Oistagqeni/ ISA 9019 137qm
An (300 - g xitdmi 26koram
sleg GtpE (3hel isteeg
tda _bolt 20mn C)
dde,= 20t2=12ä
.
4X5
org GALPEP LLhales 24sge 26 kN
An z0p -4¥gt 22/70)-ko 2384m
4xsd
S
CRITICA Sec"E ARE HeDA dn- Anu
20 m Mi nd Tr
NET AREA
An 2400 mms
An 2J329- 22A 24n m

10. FXo12 Sih eeiyLDCK SuCDS_
calculadain ingtis vetmeo by_&lack ahear.
a LacouR (E2
DeLug
eSatondeable.sheas 2 Nagj,22) SoTensd tngth Leos DDL20- C248 ks
A
4oo 2Y07XT/2
VXI2
elsis 0 kN
gunet plala
boltm becum
Calculat oun4e
a Vdsh 4S:3EN( To=L SiNGLESHAP
B 45:3R
B
T 2
By allon Valui 6s.6t
26. Jobek
e ho m
A-AO-A-D-A99
L 6xso 300Y
30
A Le)t (45ot 4o)8 =
3120m
S2
32m
AE