| Date post: | 26-Feb-2018 |
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of 42
7/25/2019 COLUMN Quantity
1/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 18.7
C1 36 38 A 500 5500
C1a 36 38 B 8700
C2 36 38 A 500 5250
C2a 36 38 B 9000
spacer bar C3 20 18 E 200 112
C 25 18 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 6 ! 1788
! 2000
H 5937
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
2/42
$ % LOCATION LC TOTAL LENGTH &'(
6000 228)0 7)992 1822
8700 330)6 7)992 2642
5750 218)5 7)992 1746
9000 32)0 7)992 2733
150 72 13)0 2)67 32
12000 216)0 3)85 832
12000 552)0 3)85 2127 6500
5617 33)7 2)67 83 1937
1750
12019
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
3/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
4/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 35.9
C1 36 38 A 500 775
C1a 36 38 B 12000
C2 36 38 A 500 10000
C2a 36 38 B 975
spacer bar C3 20 36 E 200 112
C 25 69 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 12 ! 1788
! 2000
H 1138
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
5/42
$ % LOCATION LC TOTAL LENGTH &'(
825 313)3 7)992 2504
12000 56)0 7)992 3644
10500 399)0 7)992 3189
975 370)3 7)992 2959
150 72 26)1 2)67 64
12000 828)0 3)85 3191
12000 552)0 3)85 2127 6500
5617 67) 2)67 166 738
1750
17846
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
6/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
7/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 23.3
C1 36 38 A 500 6795
C1a 36 38 B 9000
C2 36 38 A 500 5299
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 32 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 713
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
8/42
$ % LOCATION LC TOTAL LENGTH &'(
7295 277)2 7)992 2215
9000 32)0 7)992 2733
5799 220) 7)992 1761
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 38)0 3)85 1480
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 313
1750
13660
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
9/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
10/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 36.4
C1 36 38 A 500 7880
C1a 36 38 B 12000
C2 36 38 A 500 10000
C2a 36 38 B 9880
spacer bar C3 20 36 E 200 112
C 25 70 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 12 ! 1788
! 2000
H 11576
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
11/42
$ % LOCATION LC TOTAL LENGTH &'(
8380 318) 7)992 2545
12000 56)0 7)992 3644
10500 399)0 7)992 3189
9880 375) 7)992 3000
150 72 26)1 2)67 64
12000 80)0 3)85 3237
12000 552)0 3)85 2127 6500
5617 67) 2)67 166 7576
1750
17974
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
12/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
13/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 23.3
C1 36 38 A 500 6795
C1a 36 38 B 9000
C2 36 38 A 500 5299
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 32 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 713
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
14/42
$ % LOCATION LC TOTAL LENGTH &'(
7295 277)2 7)992 2215
9000 32)0 7)992 2733
5799 220) 7)992 1761
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 38)0 3)85 1480
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 313
1750
13660
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
15/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
16/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 34.5
C1 36 38 A 500 7300
C1a 36 38 B 12000
C2 36 38 A 500 10000
C2a 36 38 B 9300
spacer bar C3 20 36 E 200 112
C 25 6 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 12 ! 1788
! 2000
H 10989
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
17/42
$ % LOCATION LC TOTAL LENGTH &'(
7800 296) 7)992 2369
12000 56)0 7)992 3644
10500 399)0 7)992 3189
9300 353) 7)992 2824
150 72 26)1 2)67 64
12000 768)0 3)85 2960
12000 552)0 3)85 2127 6500
5617 67) 2)67 166 6989
1750
17344
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
18/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
19/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 27.3
C1 36 38 A 500 660
C1a 36 38 B 10500
C2 36 38 A 500 7960
C2a 36 38 B 9000
spacer bar C3 20 30 E 200 112
C 25 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 10 ! 1788
! 2000
H 8700
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
20/42
$ % LOCATION LC TOTAL LENGTH &'(
6960 26)5 7)992 2114
10500 399)0 7)992 3189
860 321)5 7)992 2569
9000 32)0 7)992 2733
150 72 21)7 2)67 54
12000 528)0 3)85 2035
12000 552)0 3)85 2127 6500
5617 56)2 2)67 139 700
1750
14960
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
21/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
22/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 25.5
C1 36 38 A 500 6055
C1a 36 38 B 10500
C2 36 38 A 500 8500
C2a 36 38 B 8055
spacer bar C3 20 30 E 200 112
C 25 38 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 10 ! 1788
! 2000
H 8118
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
23/42
$ % LOCATION LC TOTAL LENGTH &'(
6555 29)1 7)992 1991
10500 399)0 7)992 3189
9000 32)0 7)992 2733
8055 306)1 7)992 2446
150 72 21)7 2)67 54
12000 56)0 3)85 1757
12000 552)0 3)85 2127 6500
5617 56)2 2)67 139 118
1750
14436
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
24/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
25/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 23.3
C1 36 38 A 500 6795
C1a 36 38 B 9000
C2 36 38 A 500 5299
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 32 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 713
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
26/42
$ % LOCATION LC TOTAL LENGTH &'(
7295 277)2 7)992 2215
9000 32)0 7)992 2733
5799 220) 7)992 1761
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 38)0 3)85 1480
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 313
1750
13660
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
27/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
28/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 29.3
C1 36 38 A 500 7250
C1a 36 38 B 10500
C2 36 38 A 500 578
C2a 36 38 B 12000
spacer bar C3 20 30 E 200 112
C 25 9 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 10 ! 1788
! 2000
H 9312
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
29/42
$ % LOCATION LC TOTAL LENGTH &'(
7750 29)5 7)992 2354
10500 399)0 7)992 3189
628 237) 7)992 1897
12000 56)0 7)992 3644
150 72 21)7 2)67 54
12000 588)0 3)85 2266
12000 552)0 3)85 2127 6500
5617 56)2 2)67 139 5312
1750
15670
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
30/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
31/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 21.9
C1 36 38 A 500 636
C1a 36 38 B 9000
C2 36 38 A 500 851
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 28 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 696
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
32/42
$ % LOCATION LC TOTAL LENGTH &'(
686 260)1 7)992 2079
9000 32)0 7)992 2733
5351 203)3 7)992 1625
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 336)0 3)85 1295
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 296
1750
13202
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
33/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
34/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 22.8
C1 36 38 A 500 6688
C1a 36 38 B 9000
C2 36 38 A 500 5186
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 31 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 7251
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
35/42
$ % LOCATION LC TOTAL LENGTH &'(
7188 273)1 7)992 2183
9000 32)0 7)992 2733
5686 216)1 7)992 1727
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 372)0 3)85 1434
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 3251
1750
13547
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
36/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
7/25/2019 COLUMN Quantity
37/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 18.9
C1 36 38 A 500 5500
C1a 36 38 B 8899
C2 36 38 A 500 390
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 19 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 6017
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
7/25/2019 COLUMN Quantity
38/42
$ % LOCATION LC TOTAL LENGTH &'(
6000 228)0 7)992 1822
8899 338)2 7)992 2703
0 167) 7)992 1337
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 228)0 3)85 879
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 2017
1750
12211
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
39/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
STRUCTURE CONCRETE
7/25/2019 COLUMN Quantity
40/42
MARK SIZE QTY SPACING SHAPE a b
COLUMN 22.8
C1 36 38 A 500 6688
C1a 36 38 B 9000
C2 36 38 A 500 5186
C2a 36 38 B 10500
spacer bar C3 20 2 E 200 112
C 25 31 C 1900 70
CA 25 6 C 1900 120
stifener ring C5 20 8 ! 1788
! 2000
H 7251
A 2000
STRUCTURECOMPONENT
CONCRETE#OLUME
LENGTH PER BAR UNIT *EIGHT TOTAL *EIGHT
7/25/2019 COLUMN Quantity
41/42
$ % LOCATION LC TOTAL LENGTH &'(
7188 273)1 7)992 2183
9000 32)0 7)992 2733
5686 216)1 7)992 1727
10500 399)0 7)992 3189
150 72 17) 2)67 43
12000 372)0 3)85 1434
12000 552)0 3)85 2127 6500
5617 )9 2)67 111 3251
1750
13547
LENGTH PER BAR&''(
UNIT *EIGHT&+,-'(
TOTAL *EIGHT&+,(
7/25/2019 COLUMN Quantity
42/42
SHAPE a b $ %
A 1 1 0 0
B 1 0 0 0
C 6)315789737 0 0 0
! 3)115926536 0 0 0
E 1 2 2 0
. 1 1 0 0
G 0 0 0 0
H 0 0 0 0
%/a +,-'
10 0)617
12 0)888
16 1)579
20 2)67
25 3)85
28 )835
32 6)315
36 7)992
