2
Line: 0 Tower number: 0 4250 Tower type: 0 Excavation height: EXCAVATION SIZE Soil class: 0 Excavation size: * 6030 6030 Cross section details HALF DIAGONAL 4263.9 EXCAVATION STEEL CONCRETE STUB SETTING INSIDE DIM 619.6 6988.25 130 1 1 +4 0 2039.21 10566.92 16 0.35 115 200 2 +2 0 2165.36 10693.07 9913.6 2445.8875 14950 200 3 +3 0 2039.21 10566.92 4 +4 0 2039.21 10566.92 ALL DIMENSION ARE IN MM LEG# B '+2' N/2=R/2 2 LEG# C '+3' OUTSIDE DIMENSION Outside dim. Inside dim. 10566.92 10566.92 10693.07 2039.21 N/2 10566.92 6429.21 2039.21 2165.36 2039.21 4456.94 8250 Level from middle 7250 6250 Leg no: R/2 Leg ext. Chem ext 4456.94 8250 4456.94 6303.06 6303.06 6303.06 EXCAVATION PLAN DETAIL R/2 6030 4250 6030 4546.14 N / 2 10 6 93.0 7 10 5 66.9 2 21 6 5.36 10 6 93.0 7 20 3 9.21 10 5 66.9 2 21 6 5.36 10 5 66.9 2 20 3 9.21 21 6 5.36 10 5 66.9 2 20 3 9.21 20 3 9.21 10 5 66.9 2 20 3 9.21 20 3 9.21 10 5 66.9 2 LEG# A '+4' 0 Prepared by: Revised by: Date: Date: Line: 0 Tower type: 0 Tower number: 0 Soil class: 0 leg. leg.ex. steel conc. exca. 1 +4 0 STD 0 0 0 EXCAVATION 2 +2 0 STD 0 0 0 CONCRETE 3 +3 0 STD 0 0 0 STEEL BARS 4 +4 0 STD 0 0 0 STUB SETTING SOIL C 2 3 4 ENY STAT EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCACATION VOLUME CONCRETE VOLUME 2 3 4 ch.ex. STEEL REINFORCEMENT 2 3 4 0.0 0.0 1 0.0 10 5 66.9 2

Copy of stub setting 2

Embed Size (px)

Citation preview

Page 1: Copy of stub setting 2

Line: 0

Tower number: 0 4250

Tower type: 0 Excavation height: EXCAVATION SIZE

Soil class: 0 Excavation size: * 6030 6030

Cross section details HALF DIAGONAL

4263.9 EXCAVATION STEEL CONCRETE STUB SETTING

INSIDE DIMENSION 619.6 6988.25 130 1

1 +4 0 2039.21 10566.92 16 0.35 115 200

2 +2 0 2165.36 10693.07 9913.6 2445.8875 14950 200

3 +3 0 2039.21 10566.92

4 +4 0 2039.21 10566.92

ALL DIMENSION ARE IN MM

LEG# B '+2'N/2=R/2 2

LEG# C '+3'

OUTSIDE DIMENSIONOutside dim.Inside dim.

10566.92

10566.92

10693.07

2039.21

N/2

10566.92

6429.21

2039.21

2165.36

2039.21

4456.948250

Level

from

mid

dle

7250

6250

Leg

no

: R/2

Leg

ext.

Ch

em

ex

t

4456.94

8250 4456.94

6303.06

6303.06

6303.06

EXCAVATION PLAN DETAIL

R/2

6030

4250

6030

4546.14

N/2

1069

3.0

7 10566.9

2

2165

.36

1069

3.0

7

2039.2

1

10566.9

2

2165

.36

1056

6.9

2

2039.2

1

2165

.36

1056

6.9

22039

.212

039.2

1

1056

6.9

22039

.212

039.2

1

10566.9

2

LEG# A '+4' 0

Prepared by: Revised by:

Date: Date:

Line: 0 Tower type: 0

Tower number: 0 Soil class: 0

leg. leg.ex. steel conc. exca.

1 +4 0 STD 0 0 0 EXCAVATION

2 +2 0 STD 0 0 0 CONCRETE

3 +3 0 STD 0 0 0 STEEL BARS

4 +4 0 STD 0 0 0 STUB SETTING

SOIL CLASS2 3 4ENY

STAT EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

EXCACATION VOLUME CONCRETE VOLUME

2 3 4

ch.ex.

STEEL REINFORCEMENT

2 3 4

0.0

0.0

1

0.0

10566.9

2

Page 2: Copy of stub setting 2