Post on 15-Jul-2016
description
Electrode Required for 80" Pile : 91 kgsTotal Joint Oustanding for 80" : 12 JointsTotal Electrode for 80" : 1092 kgs
Electrode Required for 60" Pile : 70 kgsTotal Joint Oustanding for 60" : 28 JointsTotal Electrode for 60" : 1960 kgs
Crownshim : 220 kgsTotal crownshim : 12 JointsTotal Electrode for Crownshim : 2640 kgs
Total Required for electrode 5mm for COPY project : 5692 kgs
10 % form total required : 6261.2 kgs
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2
CALCULATION WELDINGRODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
pile o.d. 2032.0 (mm) circumference 6383.72 (mm)pile w.t. 80.0 (mm)
gap 4.0 (mm) total weld 4
bevel top 30.0 (degr)
bevel bottom 15.0 (degr)
WELD VOLUME
area gap 320.0 (mm2)
top 1847.5 (mm2)
bottom 857.4 (mm2)
3025.0 (mm2) 30.25 (cm2)
weld lenght 6330.4 (mm.)
volume 19149144 (mm3)
19149.1 (cm3) per leg
WEIGHT
volume 19149.1 (cm3)
s.g. steel 7850 (kg/m3)
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weight 150.321 (kg) per leg
QUANTITY WELDING RODS
according Q.C. department per weld
usage in % 2.5 mm 2
3.25 mm 5
4.00 mm 10
5.00 mm 0
5.60 mm 83
weight per electrode
2.5 mm 3.01 (kg)3.25 mm 7.52 (kg)4.00 mm 15.03 (kg)5.00 mm 0.00 (kg)5.60 mm 124.77 (kg)
extra (loss, 100 mm left over, extra work, repair, etc)
2.5 mm 5.26 (kg)3.25 mm 13.15 (kg)4.00 mm 26.31 (kg)5.00 mm 0.00 (kg)5.60 mm 218.34 (kg)
Weight per boxTOTAL BOX
Size oftype : length mm Welding rod
per leg 2.5 mm 0.42 box 2.5
3.25 mm 0.66 box 3.25
4.00 mm 1.41 box 4
5.00 mm 0.00 box 5
5.60 mm 10.92 box 5.6
Total box full pen welds
Length mm 2.5 mm 2 Box
3.25 mm 3 Box
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4.00 mm 6 Box
5.00 mm 0 Box
5.60 mm 44 Box
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1 radiaal 57.29578
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Extra rods75 % 1.75
Weight per box
Brand ofwelding rodlength mm Essab Cobe Hobart (Ref to AWS A 5.1)
12.6 12.6 12.6
19.8 18.9 12.9
18.6 17.7 12.9
18.3 17.4 12.9
20 20 20
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CALCULATION WELDINGRODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
pile o.d. 2032.0 (mm) circumference 6383.72 (mm)pile w.t. 50.0 (mm)
gap 4.0 (mm) total weld 8
bevel top 30.0 (degr)
bevel bottom 15.0 (degr)
WELD VOLUME
area gap 200.0 (mm2)
top 721.7 (mm2)
bottom 334.9 (mm2)
1256.6 (mm2) 12.57 (cm2)
weld lenght 6350.4 (mm.)
volume 7980045.7 (mm3)
7980.0 (cm3) per leg
WEIGHT
volume 7980.0 (cm3)
s.g. steel 7850 (kg/m3)
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weight 62.643 (kg) per leg
QUANTITY WELDING RODS
according Q.C. department per weld
usage in % 2.5 mm 0
3.25 mm 7.5
4.00 mm 0
5.00 mm 0
5.60 mm 92.5
weight per electrode
2.5 mm 0.00 (kg)3.25 mm 4.70 (kg)4.00 mm 0.00 (kg)5.00 mm 0.00 (kg)5.60 mm 57.95 (kg)
extra (loss, 100 mm left over, extra work, repair, etc)
2.5 mm 0.00 (kg)3.25 mm 6.11 (kg)4.00 mm 0.00 (kg)5.00 mm 0.00 (kg)5.60 mm 75.33 (kg)
TOTAL BOX
type : Filarc 56 s
per leg 2.5 mm 0.00 box
3.25 mm 0.31 box
4.00 mm 0.00 box
5.00 mm 0.00 box
5.60 mm 3.77 box
Total box full pen welds
Filarc 56 s 2.5 mm 0 box
3.25 mm 2 box
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4.00 mm 0 box
5.00 mm 0 box
5.60 mm 30 box
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1 radiaal 57.29578
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extra rods30% 1.3
weight per boxFilarc 56 s Filarc 76 s Filarc 75 s
2.5 12.6 12.6 12.6
3.25 19.8 18.9 12.9
4 18.6 17.7 12.9
5 18.3 17.4 12.9
5.6 20 20 20
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CALCULATION WELDINGRODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
pile o.d. 1524.0 (mm) circumference 4787.79 (mm)pile w.t. 50.0 (mm)
gap 4.0 (mm) total weld 0
bevel top 30.0 (degr)
bevel bottom 15.0 (degr)
WELD VOLUME
area gap 200.0 (mm2)
top 721.7 (mm2)
bottom 334.9 (mm2)
1256.6 (mm2) 12.57 (cm2)
weld lenght 4754.5 (mm.)
volume 5974562.4 (mm3)
5974.6 (cm3) per leg
WEIGHT
volume 5974.6 (cm3)
s.g. steel 7850 (kg/m3)
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weight 46.900 (kg) per leg
QUANTITY WELDING RODS
according Q.C. department per weld
usage in % 2.5 mm 0
3.25 mm 7.5
4.00 mm 0
5.60 mm 92.5
weight per electrode
2.5 mm 0.00 (kg)3.25 mm 3.52 (kg)4.00 mm 0.00 (kg)5.00 mm 43.38 (kg)
extra (loss, 100 mm left over, extra work, repair, etc)
2.5 mm 0.00 (kg)3.25 mm 4.57 (kg)4.00 mm 0.00 (kg)5.60 mm 56.40 (kg)
TOTAL BOX
type : Kobe
per leg 2.5 mm 0.00 box
3.25 mm 0.23 box
4.00 mm 0.00 box
5.60 mm 2.48 box
Total box full pen welds
Kobe 2.5 mm 0 box
3.25 mm 0 box
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4.00 mm 0 box
5.60 mm 0 box
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1 radiaal 57.29578
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extra rods30% 1.3
weight per boxKobe Hobart Esab
2.5 12.6 12.6 12.6
3.25 19.8 18.9 12.9
4 18.6 17.7 12.9
5 18.3 17.4 12.9
5.6 22.7 22.7 22.7
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CALCULATION WELDING RODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
Pile o.d. 2032.0 (mm) Circumference 6383.72 (mm)Pile w.t. 80.0 (mm)
Gap 4.0 (mm) Total weld 23 Weld JointBevel top 30.0 (degr)
Bevel bottom 15.0 (degr)
WELD VOLUME
Area Gap 320.0 (mm2)
Top 1847.5 (mm2)
Bottom 857.4 (mm2)
3025.0 (mm2) 30.25 (cm2)
Weld lenght 6330.4 (mm.)
Volume 19149144 (mm3)
19149.1 (cm3) Per Leg
WEIGHT
Volume 19149.1 (cm3)
s.g. steel 7850 (kg/m3) (Ref.to AWS A 5.1)
Weight 150.321 (kg) Per leg
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QUANTITY WELDING RODS
According Q.C. department per weld
usage in % 2.5 mm 2 All size dia ref. to applicable WPS3.25 mm 5
4.00 mm 10
5.00 mm 83
Weight per electrode
2.5 mm 3.01 (kg)3.25 mm 7.52 (kg)4.00 mm 15.03 (kg) Note:5.00 mm 124.77 (kg) -100% If there is any repair extra rod
If there is no repair extra rod will be
extra (loss, 100 mm left over, extra work, repair, etc)
2.5 mm 5.26 (kg)3.25 mm 13.15 (kg)4.00 mm 26.31 (kg)5.00 mm 218.34 (kg)
TOTAL BOX
Type Essab
Per Leg 2.5 mm 0.42 box
3.25 mm 0.66 box
4.00 mm 1.41 box
5.00 mm 11.93 box
Total box full pen welds
Essab 2.5 mm 10 box
3.25 mm 15 box
4.00 mm 33 box
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5.00 mm 274 box
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1 Radiaal 57.29578
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All size dia ref. to applicable WPS
If there is any repair extra rod +75%If there is no repair extra rod will be +30%
extra rods75 % 1.75
Weight per boxSize of Brand ofwelding rod
Welding rood Essab Cobe Hobart (Ref to AWS A 5.1)
2.5 12.6 12.6 12.6
3.25 19.8 18.9 12.9
4 18.6 17.7 12.9
5 18.3 17.4 12.9
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CALCULATION WELDING RODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
Length 1000.0 (mm)Plate w.t. 10.0 (mm)
Gap 4.0 (mm) Total weld 1
Bevel top 60.0 (degr) tan 1.7299292 high
Bevel bottom 0.0 (degr) tan 0 high
WELD VOLUME
Area Gap 12.0 (mm2)
Bottom 20.0 (mm2)
Top 63.2 (mm2)
95.2 (mm2) 0.95 (cm2)
Weld lenght (mm.)
Volume 95248.230502 (mm3)
95.2 (cm3) Per Leg
WEIGHT
Volume 95.2 (cm3)
s.g. steel 7850 (kg/m3) (Ref.to AWS A 5.1)
Weight 0.748 (kg) Per leg
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QUANTITY WELDING RODS
According Q.C. department per weld
usage in % 3.2 mm 2 All size dia ref. to applicable WPS3.2 mm 5
4.0 mm 85
3.2 mm 8
Weight per electrode
3.2 mm 0.01 (kg)3.2 mm 0.04 (kg)4.0 mm 0.64 (kg)3.2 mm 0.06 (kg) -100%
extra (loss, 100 mm left over, extra work, repair, etc)
3.2 mm 0.03 (kg)3.2 mm 0.07 (kg)4.0 mm 1.11 (kg)3.2 mm 0.10 (kg)
TOTAL BOX
Type Essab
Per Leg 3.2 mm 0.00 box
3.2 mm 0.00 box
4.0 mm 0.06 box
3.2 mm 0.01 box
Total box full pen welds
Essab 3.2 mm 0 box
3.2 mm 0 box
4.0 mm 0 box
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3.2 mm 0 box
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Weld Joint12.6496461
4
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All size dia ref. to applicable WPS
Note:If there is any repair extra rod +75%If there is no repair extra rod will be +30%
extra rods75 % 1.75
Weight per boxSize of Brand ofwelding rod
Welding rod length mm Essab Cobe Hobart (Ref to AWS A 5.1)
2.5 350 12.6 12.6 12.6
3.25 350 19.8 18.9 12.9
4 400 18.6 17.7 12.9
5 450 18.3 17.4 12.9
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CALCULATION WELDING RODS
PROJECT :SUBJECT : FULL PEN WELDS PILES
Length 1200.0 (mm)Plate w.t. 80.0 (mm)
Gap 0.0 (mm) Total weld 1
Bevel top 0.0 (degr) tan 0 high
Bevel bottom 0.0 (degr) tan 0 high
WELD VOLUME
Area Gap 0.0 (mm2)
Bottom 0.0 (mm2)
Top 0.0 (mm2)
0.0 (mm2) 0.00 (cm2)
Fillet Area 3200.0 (mm.)
Volume 3840000 (mm3)
3840.0 (cm3) Per Leg
WEIGHT
Volume 3840.0 (cm3)
s.g. steel 7850 (kg/m3) (Ref.to AWS A 5.1)
Weight 30.144 (kg) Per leg
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QUANTITY WELDING RODS
According Q.C. department per weld
usage in % 3.2 mm All size dia ref. to applicable WPS3.2 mm4.0 mm 100
3.2 mm
Weight per electrode
3.2 mm 0.00 (kg)3.2 mm 0.00 (kg)4.0 mm 30.14 (kg)3.2 mm 0.00 (kg) -100%
extra (loss, 100 mm left over, extra work, repair, etc)
3.2 mm 0.00 (kg)3.2 mm 0.00 (kg)4.0 mm 52.75 (kg)3.2 mm 0.00 (kg)
TOTAL BOX
Type Essab
Per Leg 3.2 mm 0.00 box
3.2 mm 0.00 box
4.0 mm 2.84 box
3.2 mm 0.00 box
Total box full pen welds
Essab 3.2 mm 0 box
3.2 mm 0 box
4.0 mm 3 box
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3.2 mm 0 box
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Weld Joint0
0
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All size dia ref. to applicable WPS
Note:If there is any repair extra rod +75%If there is no repair extra rod will be +30%
extra rods75 % 1.75
Weight per boxSize of Brand ofwelding rod
Welding rod length mm Essab Cobe Hobart (Ref to AWS A 5.1)
2.5 350 12.6 12.6 12.6
3.25 350 19.8 18.9 12.9
4 400 18.6 17.7 12.9
5 450 18.3 17.4 12.9
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