plotfiles

30
80
60
0
A-A
30 50
0
140
60
30
80
72
30 50
60
1017
0
30
80
0
30
80
10*D14
30 50
30 50
35
0
30
80
35
30 50
0
30
80
100
30 50
707
b/1
2*D14
1000
2*D14
1000
2*D14
6836
1000
2*D14
1000
2*D14
1000
2*D14
940
A
2*D14
A
1019
391
311
0
30
80
80
30 50
90
25
1009 FPL5*90
40
3x 1009 BS
2*D14
No
1038
PHASE
1
QUANTITY
1
GENERAL NOTES:
1
PLATE
ALL HOLES ARE
22.0
mm UNLESS NOTED
ALL WELDS ARE
6.5
mm F.W UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
Mark
Profile
1018
1
1038
Material
No.
Length
No. Required
Area
No
REV MARK
REVISION DESCRIPTION
REV. DATE
Weight
1009
FPL5*90
S235JR
1
135
0.0
0.5
1009
FPL5*90
S235JR
7
135
0.0
0.5
1017
PL8*150
S235JR
1
440
0.1
4.1
1018
PL8*150
S235JR
1
141
0.0
1.3
1019
PL6*150
S235JR
1
141
0.0
0.5
b/1
WF200.100
S235JR
1
7107
8.1
300.3
Total
8.5
310.1
DRAWING TITLE
STANDARD
CONTRACT
Tekla Corporation
MODELLED BY
ISSUED
CONTRACT NO
1
SCALE
DRAWING No
[1038]
REVISION No.
1:10
0
80
0 30
30
50
b/2
676
1060
2*D14
280
200
0 30
80
80
1009
40
100
90
25
30
50
1009 FPL5*90
2*D14
No
No
1032
PHASE
1
QUANTITY
1
GENERAL NOTES:
1
Profile
ALL HOLES ARE
22.0
mm UNLESS NOTED
ALL WELDS ARE
6.5
mm F.W UNLESS NOTED
1
1032
Material
REVISION DESCRIPTION
REV. DATE
PLATE
MATERIAL LIST FOR ASSEMBLY MK'D
Mark
REV MARK
No.
Length
No. Required
Area
Weight
1009
FPL5*90
S235JR
1
135
0.0
0.5
1009
FPL5*90
S235JR
1
135
0.0
0.5
b/2
WF200.100
S235JR
1
2676
3.0
113.1
Total
3.1
114.0
DRAWING TITLE
STANDARD
CONTRACT
Tekla Corporation
MODELLED BY
ISSUED
CONTRACT NO
1
SCALE
DRAWING No
[1032]
REVISION No.
1:20
0
GRID 1
1:50
5000
5000
C100.50
PL8*150
+10.4
440
10 *M12x40
FPL5*90
PL6*150
5000
2*M12x30
00
0.1
20
WF
8*M12x40
6*M12x40
PL8*40
+5.4
WF150.100
PL8*100
PL8*100
4*M12x40
PL8*100
2*M12x40
5400
PL5*50
PL5*98
PL8*50
2*M12x40
PL5*98
342
PL8*50
D12
PL8*50
PL8*200
+0
125 125
A
4875
4875
B
125 125
C
GRID A
5000
5000
5000
5000
5000
5000
4799
4739
5000
+10.4
FPL5*90
PL5*70
2*M12x30
WF150.100
5000
5400
WF200.100
+5.4
201
400 261
C100.50
PL8*50
L50*50*5
PL8*200
+0
75 75
1
4850
75
75
2
4850
75
70
5
3
4850
75
70
5
4
4850
75
70
5
5
4850
75
70
5
6
4850
70 75
5
Tekla structures
5
2*D14
2*D14
2*D14
6120
2850
1004 PL5*70
60 30
260
170
0
170
230
0
40
2890
2850
2880
5770
5830
60
35
70
35
35
b/9
5860
260
No
No
1010
PHASE
1
QUANTITY
33
GENERAL NOTES:
33
Profile
ALL HOLES ARE
22.0
mm UNLESS NOTED
ALL WELDS ARE
6.5
mm F.W UNLESS NOTED
33
1010
Material
REVISION DESCRIPTION
REV. DATE
PLATE
MATERIAL LIST FOR ASSEMBLY MK'D
Mark
REV MARK
No.
Length
No. Required
Area
Weight
1004
PL5*70
S235JR
1
260
0.0
0.7
b/9
C100.50
S235JR
1
5990
2.8
27.0
Total
2.8
27.8
DRAWING TITLE
STANDARD
CONTRACT
Tekla Corporation
MODELLED BY
ISSUED
CONTRACT NO
1
SCALE
DRAWING No
[1010]
REVISION No.
1:10
0
Tekla structures
GRID LOCATION
C/6
1/A
C/6
1/C
1006 BS
25
25
8*D14
1006 BS
50 50 50 50
3892
3942
3992
4042
4092
0
3892
3782
4092
310
0
3782
4100
60
4092
0
3482
310
3542
3482
0
3782
550
A
4092
4092
3782
8
B
A-A
1006
8
4*D14
B-B
100
25
92
25
F/2
F/2
135
1001
270
25
25
4092
3662
80
2*D14
A
B
28
3901
191
4092
163
163
0
75
80
0
4*D24
3822
3662
5
75
6*D14
3742
28
125
92
1005
100
125
c/4 WF200.100
No
C/6
PHASE
1
QUANTITY
2
GENERAL NOTES:
2
COLUMN
ALL HOLES ARE
22.0
mm UNLESS NOTED
ALL WELDS ARE
6.5
mm F.W UNLESS NOTED
MATERIAL LIST FOR ASSEMBLY MK'D
2
C/6
Material
c/4
WF200.100
S235JR
1
4092
4.6
172.9
1001
PL5*98
S235JR
1
226
0.0
0.5
1005
1006
F/2
PL8*200
PL8*50
PL8*40
S235JR
S235JR
S235JR
1
5
2
Length
300
100
184
Total
REV MARK
REVISION DESCRIPTION
REV. DATE
No. Required
Profile
Mark
No.
No
Area
0.1
0.0
Weight
DRAWING TITLE
STANDARD
CONTRACT
Tekla Corporation
3.8
0.3
0.0
0.4
4.9
179.6
MODELLED BY
ISSUED
CONTRACT NO
1
SCALE
DRAWING No
[C.6]
REVISION No.
1:10
0
CAST UNIT BILL OF MATERIAL
Cast unit
Quantity
FP/1
COLUMN
FOOTING
Reinforcement:
Type
Pos
Quantity
Main part material
Weight (kg)
Volume (m³)
14
Concrete
1944.0
0.81
1
1
Concrete
Concrete
561.6
1382.4
0.23
0.58
Grade
Diam
L
a
b
c
d
2_2
3
8
Undefined
16
3030
2780
300
48
6
12
Undefined
8
1070
66
66
250
250
250
48
7
3
Undefined
8
1120
66
66
270
250
280
Unkno
1
11
Undefined
16
Unkno
2
8
Undefined
16
e
u
v
90
D
kg/one
kg/all
100
4.8
38.3
250
32
0.4
5.1
250
32
0.4
1.3
2820
4.4
49.0
3550
5.6
Reinforcement total weight (kg):
44.9
138.6
CAST UNIT TOTAL WEIGHT (kg):
2041.0
FRONT
1:20
A
2900
1600
4* 3 1pcs 16 cc
6 12pcs 8 cc200
2 8pcs 16 cc116/150
2* 3 1pcs 16 cc
7 3pcs 8 cc 150
2* 3 1pcs 16 cc
1 11pcs 16 cc141/150
300
2600
A
TOP
1:20
2 8pcs 16 cc116/150
6 12pcs 8 cc200
2* 3 1pcs 16 cc
7 3pcs 8 cc150
1200
4* 3 1pcs 16 cc
1 11 pcs 16 cc141/150
2* 3 1pcs 16 cc
3D
1:30
A-A
1:20
TOP
2* 3 1pcs 16 cc
6 12pcs 8 cc200
2* 3 1pcs 16 cc
2* 3 1pcs 16 cc
2 8pcs 16 cc116/150
FRONT
300
2* 3 1pcs 16 cc
Rev. Mark
Project name
Designer
Revision description
Date
Drawing number
Tekla Corporation
Tekla structures
1 11 pcs 16 cc141/150
300
Project number
1
Designer
Date
28.02.2017
Part
FOOTING
Element code
FP/1
Quantity
14
Revision