Approximate Towers Weight For 400 k.
v
1. Total Weight for Tower Type XA
Item
Description
Weight
( Section + Bolts +
Galvanize ) kg
1
2
3
4
5
6
7
8
9
Basic Body with Stub
7,112
Basic Body for +6 B.E with Stub
5,598
+6 Mt BODY EXT.
3,309
+ 0,0 Mt LEGS (FOR 4 LEGS)
313
+1,5 Mt LEGS (FOR 4 LEGS)
639
+3,0 Mt LEGS (FOR 4 LEGS)
926
+4,5 Mt LEGS (FOR 4 LEGS)
1,257
+6,0 Mt LEGS (FOR 4 LEGS)
1,634
TEMPLATE
1,569
2. Total Weight for Tower Type XB
Item
Description
Weight
( Section + Bolts +
Galvanize ) kg
Basic Body with Stub
11,500
+6 Mt BODY EXT.
3,920
+12 Mt BODY EXT.
6,300
+18 Mt BODY EXT.
9,281
+24 Mt BODY EXT.
12,954
+30 Mt BODY EXT.
17,281
+36 Mt BODY EXT.
23,518
 0,0 Mt LEGS (FOR 4 LEGS)
570
+1,5 Mt LEGS (FOR 4 LEGS)
1,037
10
+3,0 Mt LEGS (FOR 4 LEGS)
1,530
11
+4,5 Mt LEGS (FOR 4 LEGS)
2,099
12
+6,0 Mt LEGS (FOR 4 LEGS)
2,895
13
TEMPLATE(BASIC BODY & +6 BODY+6 Mt Leg Ext.)
1,540
14
TEMPLATE(+12 ,+18,+24,+30 & +36 BODY+6 Mt Leg Ext.)
4,015
3. Total Weight for Tower Type XC
Item
Description
Weight
( Section + Bolts + Galvanize ) kg
1
2
3
4
5
6
7
8
9
Basic Body with Stub
15,286
Basic Body for +6 B.E with Stub
14,586
+6 Mt BODY EXT.
3,827
 0,0 Mt LEGS (FOR 4 LEGS)
768
+1,5 Mt LEGS (FOR 4 LEGS)
1,287
+3,0 Mt LEGS (FOR 4 LEGS)
1,814
+4,5 Mt LEGS (FOR 4 LEGS)
2,431
'+6,0 Mt LEGS (FOR 4 LEGS)
3,020
TEMPLATE
2,245
4. Total Weight for Tower Type XD
Item
Description
Weight
( Section + Bolts + Galvanize ) kg
1
2
3
4
5
6
7
8
9
Basic Body with Stub
20,080
Basic Body for +6 B.E with Stub
19,364
+6 Mt BODY EXT.
4,230
 0,0 Mt LEGS (FOR 4 LEGS)
875
+1,5 Mt LEGS (FOR 4 LEGS)
1,527
+3,0 Mt LEGS (FOR 4 LEGS)
2,042
+4,5 Mt LEGS (FOR 4 LEGS)
2,838
'+6,0 Mt LEGS (FOR 4 LEGS)
3,575
TEMPLATE
2,050
5. Total Weight for Tower Type XE
Item
Description
Weight
( Section + Bolts + Galvanize ) kg
1
2
3
4
5
6
7
Basic Body with Stub
19,473
 0,0 Mt LEGS (FOR 4 LEGS)
639
+1,5 Mt LEGS (FOR 4 LEGS)
1,186
+3,0 Mt LEGS (FOR 4 LEGS)
1,558
+4,5 Mt LEGS (FOR 4 LEGS)
2,116
'+6,0 Mt LEGS (FOR 4 LEGS)
2,764
TEMPLATE
3,194
Approximate Towers Weight
1-
Item
1
2
3
4
5
2Item
1
2
3
4
5
3Item
1
2
3
4
5
Total Weight for Tower Type 2S2
Description
FINAL AGREED WEIGHT
1QTY (KG)
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
Template
4,861
747
1,541
2,421
682
Total Weight for Tower Type 2T2
Description
Weight (Sections +Bolts+
Galvanized) kg
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
Template
10,854
1,629
3,546
5,647
1,018
Total Weight for Tower Type 2E2
Description
Weight (Sections +Bolts+
Galvanized) Kg
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
Template
12,296
2,204
4,481
6,197
1,268
4-
Total Weight for Tower Type 2R2
Item
Description
1
2
3
4
5
6
7
8
5-
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
+ 9 Leg Ext
+ 12 Leg Ext
+ 15 Leg Ext
Template
10,816
2,504
4,316
5,400
7,464
8,594
9,811
1,482
Total Weight for Tower Type 2K2
Item
1
2
3
4
5
6-
Weight (Sections +Bolts+
Galvanized) Kg
Description
Weight (Sections +Bolts+
Galvanized) Kg
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
Template
10,452
1,608
3,737
6,159
1,030
Total Weight for Tower Type 2SP2
Description
Basic Body with Stub +A.C.D
+0 Leg Ext
+ 3 Leg Ext
+ 6 Leg Ext
Template
Notes:-
Weight (Sections +Bolts+
Galvanized) Kg
20,153
2,911
6,077
8,505
1,444
1-132 v towers (2S2,2T2,2E2,2R2,2K2,2SP2) are double circuit with conductor
Type (ACSR TEAL)
2- The materials of the towers are:
-Steel quality: BSEN 10025 S355 JR and S355 J0, denoted by "H"
-Bolts:
- Quality class: 5.8
- Bolts will be according to DIN 7990 each bolt will be supplied with:
One plain washer, (DIN 126)
One spring washer, (DIN 127)
One standard nut, (DIN 555)
Step bolts will be according to DIN 931 with (2) two nuts and (2) two
plain washer
- Equivalent standards are accepted subjected to approve of engineer.
3-he tower members section varied from 45 45 5mm to 20020016mm and the
hexagonal bolts are M16,M20,M22 and M24 with variable length.
4- All towers workshop drawings will be given to the Contractor by ETP
immediately after the contract becomes effective & opening letter of credit.