Uploaded by Keamogetswe Maluleke

Structural Steelwork tutorial

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rglm L-SECTION
x 6 x 6,J7kg/m
PURLIN
-
5600
L-SECTION
USS
LONG
60 x 60 x 6 x 5,42k9/m PURUN 6UOfi;)
LONG BOLTED T0 60 x 80 x 6 x 637R9fil
L-SECION WlTtl 2 x M'16 BOLTS
-'100
254x254x89k9/m
M16 BOLTS
H_PROFILE COLUMN
21 60 x 80 x 6 x 6,37kg/m
-SECT'ION RAFTER
M2O BOL
1Omm THICK
GTJSSET
..*" €/-@i
ao 6 x 6,J7kslm
*T_SECT]ON *
T]E BEAM
2s',\.
374x 374x20
x 57,1k9/m GUSSET
60 x 60 x 6 x 5,42k9/m L-SECION
254 x 254 x 89ks/m H-PROFILE
COLUMN
DETAIL
1
1:10
1000
x 1000 x 250
CONCRETE BASE
555 x 555 x 20 x B6,Jkg/mr BASE PLA]E
254 x 254 x 89kg/m H-PROflLE
1000
150
COLUMN
x 150 x 15 x 33,Bkg/m L-SECTION
WELDED
TO COLUMN AND BOLTED TO BASE PLATE WTH
020 x 300 LONG
DETAIL 2
DESIGN
TEKENING
RAGBOLT
1:20
NOTES:
DRA
ALL JEINTS CENTINIEUSLY VELDED
CHECKED
STEEL STRUCTURE
ilARX
DATE
TEK NR
DWG No
WYS
/
REV
60x60x6x5,42kgrl:
F
a
o
374x254x20
x 57,7ks/m
o_
z
Y
GUSSET PLATE
I-
BOLTED TO 50 x B0 x 6
LONG WELDED TO ]liUSS
254 x 254 x 89kg/m
H--\rUJ5LlPROF|LE BEARER
STEEL TRUSSES CONSISTS OF:
?1 6A x 80 x 6 x 6,37ks/m L-SEC'fl0N
?1_99_* 80 x 6 x 6,37ks/m L-SECT]ON
60_x60x6xS,4Zkg/m
x 254 LONG L-SECION
BEAM
I
RAFTER
l_99 x 6 x 5,42k9lm
60 x 60 x 6 x 5,42kqlm
6p x 0Q x 6 x 5,42kg/m
9O
i
KINGPOST
2230
1Omm THICK GUSSET
555_x 555
BASE PLATE
x i0 x
L-SECnON
L-SECT|ON ST\E
L-SECTION S.1-RL-
86,Jkgr,m
ffi-E
1000x1000x250mm
ELEVATION
i:
L_SECT'ION BOLTED
TO BASE IVITH 620
CONCRETE BASE
BASE TO DETAIL 2
RAGBOLT-
A WELOTI
x J00mm -
tr
TIE
BEAM
STILE
GUSSET PLATE
PURUN BOLTED TO
0O x60 x 6mm
L-SECTION 'l00mm
LONG
3700_
254
DEPARTYENT OF
QUANITTY SURVFYING
&
\1@l
& &)
w
81
62
ONTWERP
UFS
DEPARTI,TENT OF
QUAN]ITY
SUR\ENNG AND
BUIL-DING
MANAGEMENT
F.
GETEKEN
P.F. HUGO
q Li nwN
BERRY
DRAWN
NAGESIEN
HJ
SCALE
h,{AR"{
:
99., !o x 6 x 5,42ks,'*
BOLTED iO 60 x l0 x a
LONG WELDED TO TRUSS
F
th
374x254x20
x 57,7ks/m
60 x 60 x 6 x 5,42kg/m PURUN 5600mm
LONG BOLIED T0 60 x 80 x 6 x 6,37kg,/m
-'
L-SECTION VvlTll 2 x M16 BOLTS
iUSS
0-
(,
z
GUSSET PLATE
I-
lkglm L-SECnON PURLIN - s6O0 LONG
I x 6 x 6,37kg/m L-SECTION - 100
254x254x89k9/m
E
H_PROFILE BEARER
254 x 254 x 89kg/m
I
OO^1.00
x 254
x6x
H- PROF|LE BEARER
STEEL TRUSSES CONSISTS OF:
Z/
^?0
BEAM
S,4Zkg/m
LONG L-SECndN
x 80 x 6 x 6,37ks/m
L_SEC.nON
r:
?1_W_^ 80 x 6 x 6,37ks/m L*SECT]0N
RAFTER
H_PROFILE COLUMN
KINGPOST
I
555_x_555
BASE PLATE
x
?.0
x
?/9ox8ox6x6,37ks/m
L-SECT]ON RAFTER
x 150 x 15 x JJ.A;; -G
T'GI-dE.I li=i:
Jq _q4SE WTH 620 x Jo0mnrr
M2O BOL
150
CONCRETE BASE
1Omm THICK GUSSET
L_S_ECTION BOLTED
1;50
BASE TO DETAIL 2
TIE
M.16 3OLTS
B6,Jk9, m
1000x1000x250mm
ELEVATION
254x254x89k9/m
l_99 x 6 x 5,42kslm L_SECION
x 6 x 5,42kslm L_SECT|ON ST\i_:
99,r 99
09 I6 x s,+zk{/m r_srcnor,r irnu_
99
lOmm THICK GUSSET
99
I
230
RAGBOLT"
374x5*.4x20
x 57,1k9/m GUSSET
BEAM
60 x 60 x 6 x 5,42kg/m
STILE
254
L-SECTION
x 254 x 89kq,/m
H-PROF|LE
COLUMN
DETAIL
PURUN BOLTED TO
x60 x 6mm
L-SECT'ION 100mm
60
1
LONG
1000
x 1000 x 250
CONCRETE BASE
555 x 555 x 20 x B6,Jk9/r# BASE
254 x 254 x 89kg/m H-PROF|LE
1lo-l
1?o x 15 x J3,Bks/m
TO COLUMN AND
PLATE
COLUMN
L-SECTION WELDED
BOLTED-TO BASE PLA]E WI]H
020 x 300 LONG RAGBOLT
l
3700
254
DEPARTT'ENT OF
QUAXITTY SURVFYING
&
ffi
81
t'
--
DETAIL 2
62
TEKENING
ONTWERP
UFS
DEPARTT\,{ENT OF
QUANIry
SUR\EYNG AND
BUILDING
MANAGEMENT
GETEKEN
P.F.
ooo-----l
HUGO
F.
DRAW]NO
BERRY
NOTES:
ALL JEINTS CENTINIDUSLY \*'EI-D[D
STEEL STRUCTURE
DRAWN
tARX
DWG NO
I
wYS
/
REV
!!
x 0o x 6 x S,4itks/m'_
I
BOLTED T0 60 x 3() I g
LONG WELDED TO TRUSS
F
@
o
IL
(,
E
f--
C
254
x
254
x 89kg/m H- pROF|LE BEARER
-GUSSET'-
T]E BEAM
20'"
-*-t
STEEL TRUSSES CONSISTS OF:
?/.60
60_x60xGxS,4Zkg/m
x 254 LONG L-SECnON
x80x
BEAM
6x6,37ks/m
L_SECI]ON TIE
?1_99_* B0 x 6 x 6,37ks/m
RAFTER
I
6 x 5.42ks/m L_SECION
99.1_99_*
KINGPOST
I
2230
x
!!
I
x 6 x 5,42ks/m
09.I_ 6 x S,42ks/m
Oo
99
"
1Omm
THICK GUSSET
L_SECl.loN STYLE
L_SEcnoN srnur
555x555xiCxB6,Jkg7,m
BASE PLATE
TLEVATION
1000x1000x250mm
150x150x15x
CONCRETE BASE
L_SECT'ION BOLTED
TO BASE IVITH O2O
RAGBOLT
TIE
33,8k9lm
& WELDEi)
x 300mn'r
BEAM
STILE
GUSSET PLATE
PURLIN BOLTED TO
60 x60 x 6mm
L-SECTION 100mm
3700__
2s+
PARTYENT OF
ANITTY SURVEYING
&
ffi
81
62
ONTWERP
UFS
DEPARTIV{ENT 0F
QUANTITY
SUR\EYNG AND
BUILDING
MANAGEMENT
GETEKEN
P.F.
A
F.
DRAVVNI
HUGO
C qLln\l/[t
BERRY
NAGESIEN
HJ h,{ARX
SCALE
-
L_SEC-n0N
;ill
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