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TEKLA STEEL DETAILING “…….after years of producing steel fabrication drawings using Tekla software for projects exclusively designed in-house, DNEC now steps up and offers those years of experience in Tekla detailing and R&D expertise to steel fabricators for their projects developed by external consultants…..”
SKY VENTURE Indoor Flight Chamber and Climbing Centre
AD UT ISSUED FOR APPROVAL 26.04.2017 D1
D1
Design and detailing of structural steel façade supporting
frame made up of triangular panels. Each panel is on
a different plane, has a unique geometric shape and
none of the panels are repeated. The structural
framing consists of primary triangular frames made
up of tubular steel members. Secondary trusses
are connected to primary frame members.
DNEC R&D team developed routines
using Tekla API module to efficiently
yet accurately detail structural steel
elements of this complex structure.
We proudly share our achievement
with you.
https://youtu.be/NjS2i64nuH4
Visit our presentation:
Tekl
a st
ruct
ures
0 141219GLAVNI PROJEKAT / MAIN DESIGN
REV. DATEREVISION DESCRIPTIONREV.
ALL HOLES ARE 22 DIA FOR20 DIA 8.8 XOX BOLTS U.N.O.
51C1011MATERIAL LIST FOR ONE ASSEMBLY MK'D
Mark Size Grade Length (mm)No. Area (m2) Weight (kg)
No. RequiredSPECIFIKACIJA ZA JEDAN SKLOP /
Oznaka / Velicina / Kualitet / Broj / Duzina / Povrsina / Tezina /
1 KOM
h1001 CFT1200*30 183191 61.06 15857.1S355p1002 PL20*255 5304 1.19 84.0S355p1005 PL20*44.4 4868 0.51 26.6S355p1010 PL40*846.2 8464 3.63 463.5S355p1012 PL40*846.2 8464 3.63 463.5S355p1024 PL80*397.5 35004 11.38 2817.0S355p1025 PL80*255 35002 4.77 1121.0S355p1027 PL90*1232.2 45734 45.77 14572.7S355p1086 PL40*1011.4 18632 5.34 755.2S355p1365 PL40*1011.4 18632 5.34 755.2S355
36915.6142.62Total
BROJ CRTEZA / PLANNUMBER :
1:15
STATUS:
BROJ PROJEKTA / PREFIX : DATUM / ISSUE DATE :
REVIZIJA / INDEX :
NACRTAO / DRAWN BY : DIMENZIJA CRTEZA / PLAN SIZE :
ODOBRIO / INSPECTED BY : RAZMERA / SCALE :
NAZIV FAJLA ZA PLOTOVANJE / PLOT FILE :
PROJEKAT / TRADE :
NAZIV CRTEZA / CONTENT :
NAZIV FAJLA CRTEZA / DRAWING FILE :
0
141219
SBCS00-A-000-51C101
DNE-CPS-4
CFPOS / KONSTRUKCIJACFPOS / STRUCTURE
DETALJ STUBAOZNAKA 51C101KOM. = 1
DETAIL OF COLUMNMKD. 51C101NOS. REQ'D. = 1
DNE-CPS-4-BCS00-A-000-51C101-S-141219.PDF DNE-CPS-4-BCS00-A-000-51C101-S-141219.DWG
841x594mm (A1)
POLOZAJ / GRID LOCATION17.988 A09=C13-A10/B09=D14-B10
1861
1860
1072
615
615
9088
4040
9088
20463
3500 3500
0
p1005
p1002
p1005
p1005
p1024
p1025
p1024
p1027
p1027
p1005
p1002
p1005p1027
p1012
p1012
p1005
p1002p1005
POGOLED SA STRANE / FRONT VIEW
4040
A
A
p1010
p1010
3500 1831
9
18319
p1024
p1024
p1012
p1012
17
100
127
127
11319 1481
9
h1001
p1086
p1365
B
B
15
15
17
100
1515
1515
127
127 61
561
5
615
615
1863
1863
1072
615
615
15
15
9040
4087
8740
9040
17
100
17
100p1365
p1086
A
A
B
B
19469
p1024
p1010
p1027
p1024p1012
p1012
p1027 p1005
p1005
POGLED ODOZGO / TOP VIEW
506
506
851 152
425
425
p1010 BS
Ø503 HOLE
40
4040
ISPUNITI BETONOM /FILL WITH CONCRETE Ø503 HOLE
40
4040
h1001
505
506
425
850152
425
425
p1012 BS
TYPTYP
TYP
p1005p1002
p1005
p1005p1002
p1005
A - A
615616
4040
128
127
4040
DIA 22 - 125@150 (TYP.)
TYP
TYP
p1024
p1025
p1024
p1027
p1027
B - B
DNEC were engaged by the award - winning Austrian architect Wolfgang Tschapeller to join his team as lead structural
designer. This futuristically shaped project has a 15000m2 elevated exhibition space and consumed over 2500MT of
structural steel. As part of the scope and subsequent to completion of structural design DNEC developed complete
fabrication drawings using Tekla detailing software. DNEC actively worked along with the Tekla software engineers to
enhance the Tekla ability to solve some of the unique geometrical and detailing issues.
Tekl
a st
ruct
ures
0 141219GLAVNI PROJEKAT / MAIN DESIGN
REV. DATEREVISION DESCRIPTIONREV.
ALL HOLES ARE 22 DIA FOR20 DIA 8.8 XOX BOLTS U.N.O.
51S1011MATERIAL LIST FOR ONE ASSEMBLY MK'D
Mark Size Grade Length (mm)No. Area (m2) Weight (kg)
No. RequiredSPECIFIKACIJA ZA JEDAN SKLOP /
Oznaka / Velicina / Kualitet / Broj / Duzina / Povrsina / Tezina /
1 KOM
BO1 PROFILE 2 6801 30.16 16764.7S355h1011 PL40*846.2 8466 5.44 695.2S355h1012 PL40*844.7 84510 9.07 1158.7S355h1013 PL40*844.7 8452 1.81 231.5S355h1014 PL60*1798.6 23902 12.28 2452.6S355h1015 PL60*1799 18762 9.12 1935.6S355h1016 PL60*1799 21712 10.20 2178.6S355h1021 PL90*1799 20172 10.23 3122.7S355h1022 PL90*1798.6 24391 6.99 2184.5S355p1036 PLT60*255 7304 1.93 344.9S355p1385 PLT60*255 4022 0.55 93.4S355
31162.397.80Total
BROJ CRTEZA / PLANNUMBER :
1:15
STATUS:
BROJ PROJEKTA / PREFIX : DATUM / ISSUE DATE :
REVIZIJA / INDEX :
NACRTAO / DRAWN BY : DIMENZIJA CRTEZA / PLAN SIZE :
ODOBRIO / INSPECTED BY : RAZMERA / SCALE :
NAZIV FAJLA ZA PLOTOVANJE / PLOT FILE :
PROJEKAT / TRADE :
NAZIV CRTEZA / CONTENT :
NAZIV FAJLA CRTEZA / DRAWING FILE :
0
141219
JK
VK
SBCS00-A-000-51S101
DNE-CPS-4
CFPOS / KONSTRUKCIJACFPOS / STRUCTURE
DETALJ BASE_PLATEOZNAKA 51S101KOM. = 1
DETAIL OF BASE_PLATEMKD. 51S101NOS. REQ'D. = 1
DNE-CPS-4-BCS00-A-000-51S101-S-141219.PDF DNE-CPS-4-BCS00-A-000-51S101-S-141219.DWG
1189x841mm (A0)
POLOZAJ / GRID LOCATION1.437 A10-A11/B03-B04
69
2017
1314 1125
212
212
69
2017
45
24°
100
100
24°
45
1273 1273
1273
1273
4545
4545
4545
48-Ø40 HOLE'S FOR ANCHOR BOLT'S
h1021
h102
1
h1022
BO1
POGLED ODOZGO / TOP VIEWFOR SETTING OUT DIMENSION'S
212 212
212 212
212
212
4545
6025
590
255
60
h1022
h1011
h1011
h1011
h1011
h1011
h1014
h1014
h1011
h1015
p1036
p1036
p1036
p1385
p1385
J
J
F F
C
C
G
G
H
H
E E
D D
B
B
A
A
POGLED ODOZGO / TOP VIEW
45
24°
100
4545
60255
90255
60
h1021
h1016
h1012
h1012
h1012
45
24°
100
4545
60255
90255
60
TYP
TYP
BO1
h1021
h1015h1016
h1012
h1012
h1012
h1012
h1012
h1013
h1012
h1012h1013p1036
10041°
86
314 1271
1479
696
730
524
1950
Ø503 HOLE
40
h1022 BS
p1036 BS
h1016 BS
h1012 BS
h1013 BS
BO1 BS
2020
TYP.
B - B
10041°
8675
1950
713
712
524
315 1271
1479
3030
Ø503 HOLE
2020
TYP.
p1036 BS
h1022 h1021
h1012 BS
BO1
40
A - A
75
1480
653 164
8010
0
1621
534
383
703
Ø503 HOLE
40
p1385 BS
h1022
h1021BO1
h1011 BS
2020
TYP.
D - D
534
402
685
653 164
1621
8010
0
1480
75
Ø503 HOLE
2020
TYP.
40
p1385
BO1
h1014
h1011 BS
E - E
3030
316 1271
1479
524
730
696
1950
75
10041°
86Ø503 HOLE
2020
TYP.
h1022
p1036BO1
h1012 BS
h1016
40
H - H
1950
696
730
524
30
30
314 1271
1479
75
10041°
86
2020
TYP.
BO1
h1012 BS
h1021h1022
p1036 BS
Ø503 HOLE
40
G - G
75
3030
524
730
696
1950
10041°
86
1271314
1479
Ø503 HOLE
2020
TYP.
40
p1036
h1022 h1015
h1012
BO1 BS
C - C
1480
1621
164653
685
402
534
75
100
80
Ø503 HOLE
2020
TYP.
40
BO1
h1014
p1385
h1011 BS
F - F
1950
696
730
524
1479
1271316
10041°
86
75
2020
TYP.
Ø503 HOLE
40
BO1
h1013
h1012
h1015h1022
p1036
J - J
CASTED_STEEL
3D POGLED / 3D VIEW
CFPOS - Centre for promotion of science
JODP
Tekl
a S
truct
ures
BOLT LIST FOR ONE ASSEMBLYDIAMETER GRADE LENGTH MM QUANTITY REVISION REMARKS
1. ALL DIMENSIONS ARE IN MILLIMETERS (UNO).
GENARAL NOTES AND INSTRUCTIONS :
2. FOLLOW ONLY WRITTEN DIMENSIONS FROM THE DRAWINGS.3. ALL WELDS ARE FPBW (UNO).4. ALL FILLET WELDS ARE 6 MM FW B/S (UNO).
00 SZ05.06.2018 ISSUED FOR FABRICATION AN
REV DATE CHKDDESCRIPTION DRAWN
TR113 1QTY. REQ'D:MARK:
JODP - BRIDGE STRUCTURE
ASSEMBLY DRAWING OF TRUSS TR113
JOB ORDER NO.
PROJECT
SITE LOCATION
ITEM DESC.
DRAWING TITLE:
Airport Road,Al Niyadi Building, office 301
P.O. Box 37558
Tel:+971 2 635 0046
MAKKAH
JABAL OMAR DEVELOPMENT
P-AUH-167
Fax:+971 2 635 0113 E-mail:[email protected]
Web:www.dnec.com
SCALE
PAPER SIZE
1:10
A0
REV00
1TR113
TR113
105612000
TRUSS
75.3
00
2721
REMARKSTOTALUNIT
NOSDESCRIPTION :
HEIGHT :LENGTH :
REV.:
QTY
TOTAL S.AREA :
ASSLY
POSLENGTH
QTY :
DRAWING NO. :
WIDTH :
ERECTION MARK :
(M2)
WEIGHTNO.
PER GRADEQTY WEIGHTSECTION SIZE
(Kg) REV
p1058 1 PLT20*500 1941.211990 S355941.2 00p1014 1 PLT10*290 500 11.4 11.41 00S355p1020 1 PLT10*455 521 18.6 37.22 00S355p1043 1 PLT8*500 753 23.7 47.32 00S355p1045 1 PLT8*500 3619 113.6 227.32 00S355p1046 1 PLT8*146 500 4.6 9.22 00S355p1049 1 PLT8*500 745 23.4 46.82 00S355p1061 1 PLT20*338.8 380 20.2 40.42 00S355p1088 1 PLT20*447.9 497 35.0 35.01 00S355p1089 1 PLT20*431.3 497 33.7 33.71 00S355p1098 1 PLT20*175 340 9.3 9.31 00S355p1102 1 SHS300*300*10.0 510 46.0 92.02 00S355p1106 1 PLT5*320 400 5.0 60.312 00S355p1123 1 PLT12*146 274 3.8 15.14 00S355p1126 1 PLT12*300 745 21.1 84.24 00S355p1128 1 PLT12*300 3086 87.2 174.42 00S355p1130 1 PLT12*300 663 18.7 37.42 00S355p1131 1 PLT12*300 3537 99.9 199.92 00S355p1134 1 PLT12*300 439 12.4 24.82 00S355p1173 1 PLT50*600 11990 2823.6 5647.32 00S355p1180 1 PLT30*550 550 71.2 142.52 00S355p1184 1 PLT16*290 500 18.2 36.42 00S355p1185 1 PLT16*290 500 18.2 36.42 00S355
UNIT GROSS WEIGHT :-
TOTAL GROSS WEIGHT :-
7989.6
7989.6
ELEVATIONGRID LOCATIONTR113 3-6/C 473694EL.
12020
p1106 B/S p1106 B/S
p1106 B/S
p1173
p1173
p1045
p1128
p1043
p1134
p1049p1126
p1134
p1049p1126
p1131
p1045
p1131
p1130
p1126
p1130
p1126
p1128
3356
1185
1
12020
3111 9216
9090
11987 (PLT20*500 x 11990)
745
520
B B
AA
p1061
p1102p1102p1058
p1123 B/Sp1123 B/S
p1020p1020
p1185 p1185p1014p1184
p1046
p1184
3356
3495
80 80
3109 5883
90
9090
745
520
p1106 BS
H
H
G
G
F
F
E
E
B B
B
B B
B
C
C
B
B
p1180p1180
p1089 B/S
p1061
4 * D 12 4 * D 1216 * D 26
80
80
100
180
100
280
100
380
2172 2552
222 2774
90
139
139
RD
125
4590
90
5
320
272
90
90
90
1902
165
33.2
64°
200
200
180
66
66
p1106 BS
222 6105
1889
5385
1221
6605
1890
8495
9090
90
5
320
501
501
532
0
52.685°
5
320
200200
52.6
87°
200
200 200
200
9 * D 26
9 * D 269 * D 26
9 * D 26
66
66
66
666
6
66
66
66
p1046
p1098
p1106
125125
9090
125125
320
5
9090
45
272
9090
90
8027
2
9090
45
222 9438
2172 1161
0
100
1171
0
100
1181
0
100
1191
0
80
1199
0
9090
9016
5
90
90
1902
33.265°
200
200
180
5
320
9 * D 26
88
88
66
66
J
J
B
B
C
C
D
D p1088
4 * D 12
16 * D 26
139
1199
0
125
150
150
85
85
0
p1106
p1106
p1106
p1173
p1173p1045 p1128
p1043 p1134 p1126p1043
p1134
p1049
p1126p1131
p1045
p1131
p1130
p1126p1130p1126
p1128
A - A
549
519
30
2500 1099
8
3495
1199
0
10420
1120
5
9290 1064
0
p1102
p1102
p1058p1123
p1123
p1020p1020
p1185 p1185p1014
p1106
549
519
30
2500 3499
2500 8499
10 1010 10
3495
3495
RD 5000
8495
100
185
100
285
100
385
100
485
100
585
100
685
100
785
3838
2
1304 1304
46
1350
6 * D 26
88
88
p1098
p1180p1180 p1061
p1061
p1046
8 * D 268 * D 26
5036
5
998 998
6518
5
6518
5
6518
5
213 213 213 213
2500 5998
5036
5
992 1199
0
100
1130
5
100
1140
5
100
1150
5
100
1160
5
100
1170
5
100
1180
5
100
1190
5
85
1199
0
3838
2
46
1068
6
1304 1199
0
150
150
88
88
6 * D 26
16 * D 39
p1088
9090
172
8080
80 80
6 * D 26
6 * D 26
5TYP.
9 * D 26
p1106
p1106
p1045
p1128
p1131
B - B
146 8 146
300
524
1250
012
66
66
p1131
p1045
p1128
C - C
5050
050
600
600
29020290
88
88 p1173
p1173
p1058
D - D
180
6666
69
50 375
6 * D 22
p1089
66
3 SIDES
p1058
p1020
p1173
p1173E - E
120
110
520
9090
200 53
88
88
1010
1010
88
3 SIDES p1180
8 * D 26
p1126 BS
66
3 SIDES
1010
3 SIDES
p1061
p1049
p1173
p1173
p1046
p1184
p1185
p1058
p1102
4 * D 26
6 * D 26
F - F
274
28
213
213
87
65 185
8080
100
110
175
65 185
170 170
4 * D 26
p1098
66
3 SIDES
p1058
p1014
p1173
p1173
p1043
p1130p1130
G - G
87
200 53
520
8 * D 26
6 * D 26
88
88
1010
1010
88
3 SIDES
1010
3 SIDES
66
3 SIDES
p1180
p1061
p1046
p1126
p1045
p1173
p1173
p1184
p1185
p1058 p1102
4 * D 26
6 * D 26
H - H
274
28
65 185
120
110
9090
8080
213
213
180
6666
69
50 375
6 * D 22
66
3 SIDES
p1088
p1173
p1173
p1020
p1058
J - J
This highest positioned mosque on the bridge linking
two 300m tall buildings was designed and detailed
for Eversendai Engineering, one of the leading steel
fabricators and erectors in Middle East and Asia.
Complete modeling and fabrication drawings
were developed using Tekla detailing software.
KAFD Skywalk Bridges
Tubular type Skywalk link bridges are designed to
interconnect all buildings at the KAFD development
in Riyadh. 57 out of 90 bridges were scheduled for
construction during the project’s 1st phase. DNEC has
undertaken all engineering design services starting from
bridge design followed by the preparation of fabrication
drawings using Tekla detailing software. DNEC R&D team
worked along the Tekla engineers to supplement Tekla
proprietary CHS joint details library with new connection
details and rules of application so the appropriate CNC
files can be developed and used during machine profile
cutting process.
������������������������������������������������������
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETER.2. ELEVATIONS AND CO-ORDINATES ARE IN METERS.3. ALL STRUCTURAL STEEL SHALL BE S345 U.N.O.4. ALL WELDS ARE 6mm FILLET WELDS U.N.O5. ALL CONNECTION BOLTS ARE GRADE ASTM A3256. DENOTES PUNCH MARK FOR PIPE CENTER LINE7. DENOTES ORIENTATION MARK FOR ASSEMBLY8. * - DENOTES REFERENCE LINE TO FIX STIFFENERS
& CIRCULAR PLATES9. * * - TO BE REFERED WRAP AROUND DETIALS FOR
PIPE CUTTING DETAILS.
00 ISSUED FOR CONSTRUCTION
MAIN CONTRACTOR
STRUCTURAL DESIGNER
Emirates DNEC Engineering Consultants LLCP.O. Box 37558, Abu Dubai, U.A.E.Tel:+971 2 635 0046 Fax:+971 2 635 0113www.dnec.com
DRAWING TITLE
KAFD - SKYWALKS
DESCRIPTIONDATEREV
DRAWING NUMBER REV
ASSEMBLY MARK SCALE
DRAWN CHECKED APPROVED
1:10S12-R204
UT PDCEND
00
SKYWALK S12
FAB. DETAIL OF RING_BEAM MAK'D AS 6M WIDE BRIDGE UNIT 5 MODULES
C17-SD-A03-S12-219
S12-R204 SHEET 2 OF 8
1 NO RING_BEAM REQUIRED AS DRAWN MKD S12- R204
Tekl
a st
ruct
ures
K - K
L - L M - M
N - NP - P
Q - Q
R - R
S - S
T - T
U - U
8103
562
562 2208 2000 2208 1125
279413
1123
2250
2227
2000
2230
1123
3235
314
1948
972
1287
SUB DET 5
SUB DET 4
SUB DET 3
SUB DET 2SUB DET 1
U
U
T
T
S
S
R
R
Q
Q
P
P N
N
M
M
L
L
K
K
S12- r218
S12- p418
S12- p310
S12- p301
S12- p300 S12- p299
S12- p298
S12- p327
S12- p326
S12- p388
S12- p268
S12- p484
S12- p385
S12- p386
S12- p533
S12- p532
S12- p387
S12- p328
S12- p328
S12- p419
S12- r274
S 12- r
220S 12- r277
S12- p305
S12- p350
S12- p347
S 12- r228
S12- p304
S12- p351
S12- p347
S 12- r219S12- p350
S12- p304
5.23
3° 100
38
100
0.6 5
°
1.14
573
201
10TYP
S12- p351
S12- p351
S12- r274S12- p310
1.47
0.8 4
°
100
100
4.3 2
°
7.55
44
478
598
10TYP
S12- p351
S12- r220
S12- p310
1.16
0.66
°
100
18
570
283
100
4.77
°
8.34
100
4.77
°
8.34
10TYP
S12- p304
S12- r220
S12- p326
100
1.33°
2.33
13
275 632 100
3.13°
5.48
10TYP
S12- r219
S12- p347
S12- r220
S12- p327
100
0.72°
1.26100
3.17°5.53
10TYP
S12- p305S12- p350S12- r218
S12- p298
S12- p299
100
1.34°2.35
725796
100
1.34°2.35
10TYP
S12- p305
S12- p350S12- r218
S12- p298
S12- p299
415396
100
1.34°2.35
10TYP
S12- r218
S12- r228S12- p350
S12- p300
S12- p301
100
1.55°
2.71
415266
100
1.67°
2.92
10TYP
S12- r228
S12- p305
S12- p300
S12- p301
100
1.33°
2.3234
629 275
100
3.12°
5.45
10TYP
S12- r228
S12- p347 S12- p328
S12- p328
1.61
0.92
°
100
569
282
100
4.2 7
°
7.47
10TYP
S12- p304
S12- r277
S12- p328
S12- p328 21-10-14
������������������������������������������������������
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETER.2. ELEVATIONS AND CO-ORDINATES ARE IN METERS.3. ALL STRUCTURAL STEEL SHALL BE S345 U.N.O.4. ALL WELDS ARE 6mm FILLET WELDS U.N.O5. ALL CONNECTION BOLTS ARE GRADE ASTM A3256. DENOTES PUNCH MARK FOR PIPE CENTER LINE7. DENOTES ORIENTATION MARK FOR ASSEMBLY8. * - DENOTES REFERENCE LINE TO FIX STIFFENERS
& CIRCULAR PLATES9. * * - TO BE REFERED WRAP AROUND DETIALS FOR
PIPE CUTTING DETAILS.
00 ISSUED FOR CONSTRUCTION
MAIN CONTRACTOR
STRUCTURAL DESIGNER
Emirates DNEC Engineering Consultants LLCP.O. Box 37558, Abu Dubai, U.A.E.Tel:+971 2 635 0046 Fax:+971 2 635 0113www.dnec.com
DRAWING TITLE
KAFD - SKYWALKS
DESCRIPTIONDATEREV
DRAWING NUMBER REV
ASSEMBLY MARK SCALE
DRAWN CHECKED APPROVED
1:15S12-R206
UT PDCEND
00
SKYWALK S12
FAB. DETAIL OF RING_BEAM MAK'D AS 6M WIDE BRIDGE UNIT 5 MODULES
C17-SD-A03-S12-234
S12-R206 SHEET 2 OF 8
1 NO RING_BEAM REQUIRED AS DRAWN MKD S12- R206
Tekl
a st
ruct
ures
F - F
G - G
H - H
J - J
K - K
L - L
M - M
N - N
P - P
SET OUT DETAIL FOR RING BEAM WITH GUSSET PLATES
10015°
26.7
9
100
15°26.79
22912291
16 28
8 8
3817
148
8
16427
8 8
108
88
723
723
88
108
8842
16
4016
164
28 16
8 8
38027
256
394
273
56
38826
314
272 26
217
280
26 268
417
277
26
403
56
285
310
56
398
1984 4100 1984
8068
1115
1146
2260
1115
1146
PPN
N
M
M
L
LS12- p392S12- p440
S12- p496 K
K
J
J
H
H
G
G
FF
S12- r201 - CHS193.7*16
S 12- r207
S 12- r269
S12-
r209
S12-
r208
SUB DET - 5
SUB DET - 4
SUB DET - 3SUB DET - 2
SUB DET - 1
8 8
100
3.64
°
6.36
44
1156
586
10TYP
S12- p358
S12- r208
S12-
p421
100
4.91°
8.6057
23
100
1.17°2.04
88
5658211
10TYP
S12- p340
S12- r207S12- p422
88
61
25
100
1.16°2.03
100
4.91°
8.58
916838
10TYP
S12- p306S12- r207
S12- p423
22
88100
1.34°2.35
906738
10TYP
S12- p356
S12- r201
S 12- p364
100
1.34°
2.35
596725
10TYP S12- p339
S12- r201S12- p440
23
88
100
1.34°
2.35
536215
10TYP S12- p356
S12- r201
S 12- p362
100
4.89°
8.56
88
60
465 602
10TYP
S12- p307
S12- r269
S12- p424
100
4.91°
8.58
88
59
595886
10TYP
S12- p341
S12- r269S12- p425
100
3.64
°
6.36
8 8
45
395196
10TYP
S12- p358
S12- r209
S12-
p426
21-10-14
Emirates DN Engineering ConsultancyUnited Arab Emirates
DubaiP.O.Box 211846Tel: +971 4 368 4054Fax: +971 4 338 [email protected]
Emirates DNEC Engineering Consultants LLCUnited Arab Emirates
Abu DhabiP.O. Box 37558Tel: +971 2 635 0046Fax: +971 2 635 0 1 1 [email protected]
DNEC d.o.o.Serbia
BelgradeBulevar Mihajla Pupina 115v11070 Novi BeogradTel: +381 11 3122 789Fax: +381 11 3122 [email protected]
www.dnec.com
March 2020
