SL : No DESCRIPTION 1 WEIGHT OF ROD MATERIAL 1 1000.000 STAINLESS STEEL 2 RADIUS 90 SHORT RADIUS 3 BOLT SIZE UNC BOLTS (INCH size ) 5/8 4 METRIC (MM size) BOLTS 24 5 WEIGHT OF PIPES THICKNESS DIAMETER (OD) METERIAL LENGTH (Meters) 10.00 200 1000.000 6 WEIGHT OF PLATES THICKNESS BREADTH LENGTH MATERIAL 1.00 STAINLESS STEE 7 RADIUS CHORD = 71.16 602.703 6.769 RISE(B) = 1.05 8 NO OF CUT 1420 90 5.00 450 9 OD OF PIPE LENGTH OF PIPE 200 10 10.00 10 OD OF PIPE THICKNESS LENGTH (IN METERS) 200 10 10.000 11 No OF HOLES 10 119.73 12 NO OF HOLES ENTRY COLUMNS ENTER THE VALUES ONLY IN WHITE PATTERN CELLS DIAMETER OF ROD LENGTH (METERS) PIPING ELBOW CENTRE DIMENSIONS ANGLE/ DEGREE NOMINAL PIPE SIZE / NPS (in inches) BOLT HEAD / NUT SIZE (SPANNER SIZE) STANDARD METRIC (MM SIZE) OR UNC (INCH SIZE) BOLT SIZE (THREAD PORTION SIZE) STANDARD METRIC (MM SIZE) OR UNC (INCH SIZE) SPANNER / NUT SIZE CARBON STEEL ARC LENGTH , ANGLE (DEGREE) ,CHORD & RISE OF ARCH DEGREE OF CURVE (ANGLE) = TOTAL PIPE LENGTH FOR MITRE BEND ELBOW CENTRE DIMENSION DEGREE OF TURN CENTRE PIECE LENGTH = VOLUME OF PIPE (SOLID PORTIONS) THICKNESS OF PIPE VOLUME OF WATER ( Inside the pipe ) ADJACENT HOLE TO HOLE DIMENSION OF A FLANGE PCD. (Bolt hole centre) PCD (BOLT HOLE CENTRE ) OF A FLANGE HOLE TO HOLE DIMENSION PCD
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
SL
: N
o
DESCRIPTION
1 WEIGHT OF ROD MATERIAL
1 1000.000 STAINLESS STEEL
2RADIUS
90
3BOLT SIZE
UNC BOLTS (INCH size ) 5/8
4METRIC (MM size) BOLTS 24
5 WEIGHT OF PIPES
THICKNESS DIAMETER (OD) METERIAL LENGTH (Meters)
10.00 200 1000.000
6 WEIGHT OF PLATES THICKNESS BREADTH LENGTH MATERIAL
1.00 STAINLESS STEEL
7
RADIUSCHORD =
71.16
602.703 6.769RISE(B) =
1.05
8NO OF CUT
1420 90 5.00 450
9
OD OF PIPE LENGTH OF PIPE
200 10 10.00
10OD OF PIPE THICKNESS LENGTH (IN METERS)
200 10 10.000
11No OF HOLES
10 119.73
12NO OF HOLES
ENTRY COLUMNS ENTER THE VALUES ONLY IN WHITE PATTERN CELLS
BINOY VARGHESE: PLS ENTER YOUR VALUES AT WHITE PATTERN CELLS ONLY
D10
bvarghese: Enter value in mm
C20
bvarghese: Enter value in mm
C22
bvarghese: Enter value in mm
1210 37
13ANGLE (DEGREES) =
12 15 38.66 51.34
14 TRIGNOMETRYTRIGNOMETRY
12 15 SIN θ
15 CONVERSIONSVALUE
100000 POUND→>>KG
16
A = B =
174.28 123.24 547.52
B =
123.2356 697.13 492.94 6518.32
17TEST PRESSURE (Bar.g )
12 38.471
18SCHEDULE OD IN MM =
44 100 1100 1117.60
19
FITTINGS FLANGE RATING (IN POUND)
6 WN FLANGE 600
20VERTICAL
1/4" 0.65 TONS
21BRANCH DIAMETER
323 200
22
DEGREE/ANGLE OF BRANCH
1 1 1.00
23
PCD (BOLT HOLE CENTRE ) OF A FLANGE
PCD
OFFSET (TRAVEL ) LENGTH
SET(OPPOSITE SIDE)
RUN (ADJACENT SIDE)
SET (OPPOSITE SIDE)
HYPOTENUSE (TRAVEL)
CONVERT UNIT FROM → TO
CIRCLE > < SQUARE DIMENSIONS
SELECT & ENTER VALUE
↓
Circumference of Outer Circle =
Perimeter of Outer Square =
Perimeter of Inner square =
Area of outer Square =
PRESSURE TEST BLIND THICKNESS(without stiffener)
NOMINAL PIPE SIZE(in inches)
PIPE THICKNESS (SCHEDULE)
NOMINAL PIPE SIZE(in inches) NOMINAL BORE
(NB) DN =
FACE TO FACE (End to End) DIMENSIONS OF
PIPE FITTINGS
NOMINAL PIPE SIZE(in inches)
NEW SINGLE LEG WIRE ROPE SLING CAPACITY
DIAMETER OF ROPE (IN INCHES)
REINFORCEMENT PAD(FOR 90º BRANCH)
HEADER DIAMETER
REINFORCEMENT PAD( FOR LATERAL BRANCH)
HEADER DIAMETER
BRANCH DIAMETER
STRESSES ON WELD JOINTS OF VESSELS
DIAMETER OF VESSEL ( MM)
INTERNAL OR EXTERNAL
PRESSURE ( IN PSI )
THICKNESS OF SHELL ( MM)
LONGITUDINAL / CIRCUMFERENTIA
L STRESS
E28
Binoy v: yellow coloured cells contains answers only
E40
Binoy varghese: YELLOW COLOURED CELLS ARE ANSWERS ONLY
B44
BINOY VARGHESE: THIS IS ONLY FOR INFORMATION, FOR CONFIRMATION PLS REFER MANUFACTURES SPECIFICATIONS
C46
bvarghese: Enter value in Millimeters only
D46
bvarghese: Enter value in Millimeters only
C48
bvarghese: Enter value in Millimeters only
D48
bvarghese: Enter value in Millimeters only
23
12000 100 12.00
24No OF DIVISION (ARMS)
12 12
25
RADIUS OF THE SPHERE
35
26
SMALLER SIDE DIVISIONS
200 100 20
27
LATERAL HEADER STUB IN 45.00
0 68 211
→ 0 90 131
28OD OF PIPE
10 1
29SLANT LENGTH =
500.000 250.000 4567.000 4568.71
30
230 125 48.99 41547.56
31
DIMENSION CONVERT FROM
12 CIRCUMFERENCE
STRESSES ON WELD JOINTS OF VESSELS
Circumferential Stress
ORANGE PEEL ( DISH END) FABRICATION WITH PLATE
DIAMETER OF DISH
SURFACE AREA & VOLUME OF SPHERE
FABRICATION OF CONCENTRIC REDUCERS
BIGGER SIDE DIAMETER
SMALLER SIDE DIAMETER
DIVISION (ARMS)
PIPE FABRICATION CUT BACKS
WHAT TO FABRICATE. ? ↓
BRANCH TYPE
DEGREE OF BRANCH
LONGITUDINAL MARKING DIMENSIONS
Width of each divison (MM) =
↓FIRST DIVISION
(STARTING POINT) =
2nd & 8th DIVISION =
3rd & 7th DIVISION =
CIRCUMFERENTIAL MARKING DIMENSIONS
EQUILANT JOINT CALCULATION (NON STANDARD)
WALL THICKNESS
No OF JOINTS APPROXIMATE TIME =
→ →
VOLUME OF FRUSTUM OF A CONE
BIGGER SIDE DIAMETER (D1)
SMALLER SIDE DIAMETER (D2)
PERPENDICULAR LENGTH
VOLUME AND AREA OF A CONE
DIAMETER OF CONE
SLANT HEIGHT OF CONE
HEIGHT OF CONE =
AREA OF BASE =
CIRCUMFERENCE / DIAMETER / AREA / RADIUS OF A CIRCLE
(CONVERSION)
BIGGER SIDE DIVISIONS
ARMS
Radius
D52
BINOY V: No OF ARMS = No OF PARTS OR SECTIONS ( MINIMUM 5 PARTS)
C56
bvarghese: Enter values in Millimeters only
D56
bvarghese: Enter values in Millimeters only
E56
BINOY V: No OF ARMS = No OF PARTS OR SECTIONS ( MINIMUM 4 PARTS)
C58
BINOY V: Pls click and select the object to be fabricated from the list given…. (eg.. 90 BRANCH, LATERAL BRANCH, LATERAL HEADER, TEE HEADER, MITRE BEND, TRUNNION, Y BRANCH , etc...
C59
BINOY VARGHESE: FOR THE MITRE BEND MARKING :- MINUS (-) DIMENSIONS ARE STARTING REVERSE DIRECTION FROM 0 (ZERO) DEGREE DIVISION POINT.
B63
BINOY VARGHESE: THIS IS ONLY FOR WELDING INCENTIVE SCHEME. (NON STANDARD FORMULA)
C65
bvarghese: Enter values in Meters only
D65
bvarghese: Enter values in Meters only
32
LUG HOLE DIA =
44.4 44.45 68040 76
33PIN DIAMETER (IN INCH )
1-3/4" 25 TONS
34VALUE
210 Watt→>→Horse Power
35
55
36NEWTON METER =
0.4079 4
37
8000
38
3 149 0 150
39
1 1/2
34102.000
VOLUME (M³) = 0.12
40
LIFTING LUG DESIGN (SUBJECT TO CONFIRMATION)
LIFTING LUG THICKNESS
DESIGN PLATE THICKNESS =
WEIGHT OF LOAD (Kg) =
DESHAKLE DESIGN (SUBJET TO CONFIRMATION)
MAX:SAFE WORKING LOAD =
ELECTRICAL
◄CONVERSIONS►
ENTER THE UNIT HERE CONVERT FROM…→ TO ↓
ELECTRICAL CABLE CAPACITY / AMPERES
ENTER UNIT HERE EITHER ▼AMPERE or CABLE SIZE (CROSS SECTION AREA) ► CONVERT
TO
TORQUE VALUE (CONVERSIONS)
VALUE ( Newton meter OR Kg
force meter) ◄►
HARDNESS CONVERSION
TENSILE STRENGTH
N/mm2
Vickers-Hardness (HV)
ENTER ONLY EITHER TENSILE STRENGTH OR VICKERS HARDNESS VALUE (HV)