engg datas
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
DIAMETER OF ROD
LENGTH (METERS)
PIPING ELBOW CENTRE DIMENSIONS
ANGLE/DEGREE
NOMINAL PIPE SIZE / NPS(in inches)
SHORT RADIUS
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
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
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
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)
◄
NUMBER OF NITROGEN CYLINDERS REQUIRED FOR
PNEUMATIC TEST
INSIDE VOLUME OF OBJECT, TO
BE TESTED (M³)
TEST PRESSURE (Kg/cm²)
INITIAL (Idle) PRESSURE OF
OBJECT (Kg/cm²)
PRESSURE OF ONE Nitrogen CYLINDER (Kg/cm²)
PERSONAL SAFE DISTANCE FOR
PNEUMATIC TEST ( FROM TEST POINT)
TEST PRESSURE ( IN BAR )▼
►PLS ENTER INDIVIDUAL LINE SIZES
AND RESPECTIVE
LENGTH
HERE→
(WHITE PATTERN CELLS)
[email protected] SIZE 1 ↓
NOMINAL PIPE SIZES (INCHES) ►
LENGTH (METERS)►
WELDING ELECTRODE CONSUMPTION DETAILS
FOR FULL TIG AND TIG + ARC METHOD(Approximate values)
WALL THICKNESS
(MM)
NOMINAL PIPE SIZE
(NPS)(IN INCH)
No OF JOINTS
FILLER WIRE LENGTH 900 FOR CS AND 1000 FOR SS &
AS & ALL ELECTRODE
LENGTH =350MM
40
5 10 12
CARBON STEEL
41
15.333 DIAMETER 7.957
42
125 10 10.400
43
14 # 1500 OTHER (GENERAL)
44
VALUE
1 Square Inches >>>→ Circular Mils
45 SIDE-B SIDE-A
60 60
46 WORLD TIME Friday, 07 April, 2023
WELDING ELECTRODE CONSUMPTION DETAILS
FOR FULL TIG AND TIG + ARC METHOD(Approximate values)
STAINLESS STEEL►
ALLOY STEEL►
WATER TANKER CAPACITY
LENGTH OF TANKER ( in Meters)
Write either PERIMETER (CF) or
DIAMETER here ▼
DIAMETER (in meters)↓
THEORITICAL COVERAGE OF PAINT COATING
DRY FILM THICKNESS (DFT) ( in Microns)
PERCENTAGE OF SOLID BY VOLUME COATING (SBV)
TOTAL AREA TO BE PAINTED (IN SQUARE METER)
PIPING FLANGE BOLT TORQUE / TENSIONING
VALUES (Minimum values)
FLANGE SIZE ↓
FLANGE RATING ↓ SERVICE ↓
UNIT CONVERSIONS
CONVERT UNIT FROM → TO ▼
RIGHT ANGLE TRIANGLE VALUES
SELECT KNOWN TWO SIDES OR ONE ANGLE + ONE SIDE,
FROM THE LIST AND ENTER THE VALUES BELOW ↓↓ THE RESPECTIVE COLUMNS ↓↓
CURRENT DATE & TIME AT YOUR LOCAL PLACE SELECT YOUR CURRENT
LOCATION( CURRENT TIME ZONE )
46 WORLD TIME
08:19:48 PM DOHA (QATAR)
47
LENGTH / HEIGHT OF CONE
6000
SLANT LENGTH / SLANT HEIGHT =2000
6184.658
5000
NUMBER OF [email protected]
4
48
A = 196 SMALL SIDE CIRCUMFERENCE =
B = 98
500 C = 295
D = 20
E = 236
50 F = 20
BIG SIDE CF = G = 353
1571 H = 10
SMALL SIDE CF J = 118
157 K = 29
N = L = 875
750 M = 100
49
25 25
FABRICATION OF CONE
(Select the 3 Known Dimensions, enter the
values at respective cells and enter the number of
segments required )
Big side Circumference = 15707.963
SMALL SIDE DIAMETER OF CONE
BIG SIDE DIAMETER OF CONE Small side Circumference of
Cone & Total Profile Inner Arc length = 6283.185
FABRICATION OF ECCENTRIC REDUCERS
BIGGER SIDE DIAMETER =
SMALL SIDE DIAMETER =
SURFACE AREA & VOLUME OF A
CYLINDER
DIAMETER OF CYLINDER =
HEIGHT OF CYLINDER =
D
49
25 25
50
WIDTH =
7
HEIGHT =
5
LENGTH = LENGTH
200
51
BASE LENGTH =
50 45.000
SLANT HEIGHT
45 37.417
52SECTOR
10 45 RADIUS
53 AREA OF ELLIPSE10 12
54 TRAPEZOID
BIG SIDE = HEIGHT =
250 250.00 30.00
SURFACE AREA & VOLUME OF A
CYLINDER
SURFACE AREA & VOLUME OF A
RECTANGULAR PRISM
SURFACE AREA & VOLUME OF A SQUARE
BASE PYRAMID
AREA OF SECTOR OF A CIRCLE
RADIUS OF CIRCLE
ANGLE OF SECTOR
RADIUS (A) = RADIUS (B) =
AREAS & VOLUMES OF DIFFERENT PATTERNS.
(GEOMETRY)
SMALL SIDE =
PREPARED BY: BINOY VARGHESE.. MUTHUPALA… VENNIKULAM .. THIRUVALLA .. KERALA… INDIA.
email : [email protected]
PLEASE SEND YOUR COMMENTS , SUGGESTIONS AND FEED BACK → →
WIDTH
SLANT HEIGHT =
PERPENDICULAR HEIGHT =
AB
WEIGHT OF ROD =
6.291 KG
ELBOW CENTRE DIMENSION =
0 mmNUT DIAGONAL DIMENSION = SPANNER SIZE =
16 mm 31 mm 27 mmBOLT SIZE =
M 16WEIGHT OF PIPE =
46,856.854 KG
WEIGHT OF PLATE = ARC LENGTH =
0.000 KG DEGREE OF CURVE (ANGLE) =
ARC LENGTH LENGTH OF ARC = B 71
ANGLE (DEGREE) OF ARCH =
Radius 6.77
TOTAL PIPE LENGTH =
2249 mm
VOLUME OF PIPE = REQUIRED PLATE FOR WELDED PIPE =
59,690 mm³ 0.006VOLUME OF WATER =
254.469 LitresHOLE TO HOLE DIMENSION =
37.0 mmPCD DIMENSION =
NOTE( By Binoy Varghese)
Version-2 .Rev..C ..Dt : 01 - JUNE -10.
ANSWERS(YELLOW PATTERN CELLS)
Note: Enter Diameter in MM and Length in Meters only.
WIDTH OF NUT (B)= B
NOTE : ENTER THE THICKNESS OF PIPE IN MM , DIAMETER OF PIPE IN MM AND
LENGTH OF PIPE IN METERS
Note: Enter Dimensions only in mm
o (degree)
Note: Enter Dimensions only in mm
Note: Enter Dimensions only in mm
Note: Enter all dimensions in mm & length in Meters
Note:- Enter Dimensions only in mm
Note:- Enter Dimensions only in mm
CHORD
119.7 mm
TRAVEL LENGTH =
19.2 mm
Opposite side Hypotenuse SIN θ =
ADJACENT SIDEANGLE θ 0.00
45360.000 Kg 1
1
b=
387.16 11927.85 11927.85 A a=
B
3259.16 23855.70 30374.03
TEST BLIND THICKNESS =
20.7 mm
NOT AVAILABLE IN BINOY'S ENGG DATA
SORRY Not available ,SKETCH FOR REFERENCE,DIMENSIONS ARE DIFFERENT
FACE TO FACE DIMENSION OF (WN FLANGE) =
124 mmWN FLANGE
CHOCKER BASKET
0.48 TONS 1.3 TONS
CI = C2 = L1 = L2 =
95 226 416 210 400
CI = C2 = L1 = L2 =
24 12 59 67 115
.CHECH ABBR
Note:- Enter Dimensions only in mm
Note: Enter Dimensions only in mm
ANGLE-90 ◦o (degree)
ANSWER
Circumference of Inner circle =
Area of Inner circle =
Area of outer circle (Ring) =
Area of Inner Square =
Total area of Circles =
Total surface area =
Note: Enter pipe size in inches & test pressure in Bar.g
Note: Click and select the SCHEDULE from given list.
WIDTH OF PAD (W) =
W
WIDTH OF PAD (W) =
Note:- Enter Circumferential stress or Longitudinal stress
←←←
Circumferential Stress on Weld joint =
25000.00 PSI C1
→→ CI = C2 = C3 =
3 3 2 3
SURFACE AREA OF SPHERE = VOLUME OF THE SPHERE =C2
15393.804 179594.380SMALLER SIDE DIVISIONS
50 31 130 16
DIVISION ..
500 250 8 5 12.00 OUTSIDE
5th DIVISION = 7th DIVISION = 8th DIVISION = 9th DIVISION =
318 354 N/A N/A N/A N/A
90 0 N/A N/A N/A N/A
0.00 0.00 0.00 0.00
D1 D2VOLUME OF FRUSTUM OF CONE =
SLANT LENGT
LENGTH 523091539.284 M³ PERPENDICUL
VOLUME OF CONE =HEIGHT OF CONE
45160.39 86707.96 678469 SLANT HEIGHT OF CONE
CONVERT TO CIRCUMFERENCE =
CIRCUMFERENCE 12.000
Note:- Enter Circumferential stress or Longitudinal stress
←←←
WIDTH OF PLATE MARKING (H) =
PARALLEL EXTENSION =
width of big side divisions
Length of Tapered portion =
width of small side divisions =
HEADER DIAMETER
BRANCH DIAMETER
THICKNESS OF HEADER PIPE
4th & 6th DIVISION =
6th DIVISION =
APPROXIMATE TIME =
→ →WELDING TIME @ FULL TIG =
Welding Time (TIG&ARC) =
TOTAL VOLUME OF WELD METAL (MM³) =
NOTE : ENTER ALL
DIMENSIONS IN "METERS"
ONLY
AREA OF CONE PORTION =
TOTAL SUFACE AREA OF CONE =
CIRCUMFERENCE
BIGGER SIDE DIVISIONS
TAPERED
PORTIO
N
SLANT LENGTH
WIDTH OF LUG =
127 127 254 406
PIN DIAMETER (IN INCH ) = SWL (IN TONS) =
4" 175
0.282 HPWatt→>→Horse Power.→
Watt→>→Horse Power ANSWER
AMPERES =
125.00 55.00 10.00 MM2
Kg force meter =
39.2265
Brinell-Hardness (HB) =
0 940 --- 68
150 9717.39 Nos
12 20 3 1/4 2 1/2 1 2 1/4
12.000 20.000 21.000 2.000 12.000 25.000
0.88 4.06 0.11 0.01 0.01 0.06
QTY (NOS) QTY (NOS) WEIGHT (in gms) QTY (NOS)
LUG BOTTOM TO HOLE
CENTRE =
LUG TOP TO HOLE CENTRE
=
HEIGHT OF LUG =
ALLOY BOLT TYPE
SHAKLE →
ENTER THE UNIT HERE CONVERT FROM…→ TO ↓
.→
ACTUAL AMPERE = CROSS SECTION OF CABLE =
ANSWERS►
TENSILE STRENGTH
N/mm² =
Vickers-Hardness
(HV) =Rockwell-C-Hardness
(HRC) =
PRESSURE OF ONE Nitrogen CYLINDER (Kg/cm²) SEE THE COMMENTS
FOR ENTER THE VALUES
TOTAL NUMBER OF N2 CYLYNDERS REQUIRED =
SIZE 2 ↓ SIZE 3 ↓ SIZE 4 ↓ SIZE 5 ↓ SIZE 6 ↓ SIZE 7 ↓
FULL TIG (GTAW) FILLER WIRE
ROOT TIG FILLER WIRE (GTAW+SMAW)
HOT PASS ARC (GTAW + SMAW)
WEIGHT (in gms)
WEIGHT(in gms)
114.3 3651 0.0 0 0.0 0
99.6 3571 0.0 0 0.0 0
99.6 3536 0.0 0 0.0 0
TOTAL CAPACITY OF WATER TANKER =
762.458 762,457.662 Litres
0.800 TOTAL PAINT REQUIRED =
SQUARE METER PER LITRES 13.000 Litres
A193-B7 3110 Nm 340 KN/Pc 2 1/4
1 Square Inches =
Square Inches >>>→ Circular Mils 1270000 Circular Mils ANGLE-A = [email protected]
45.00SIDE -C =
SIDE-B = 84.85 DEGREE =
60.00 MINUTE = ANGLE -B = 45.00 SECOND =
SIDE-A = 60.00
Friday, 07 April, 2023
M³ (OR )
GASKET TYPE
BOLT MATERIAL
FLANGE MATERIAL
TORQUE VALUE (NEWTON METER) Nm =
TENSIONING VALUE (Kn/PC) =
BOLT SIZE =
SPIRAL WOUND
A182-F316L
CONVERT UNIT FROM → TO ▼
ENTER VALUES HERE FOR CONVERT DEGREES INTO DECIMAL
90 ○
DEGREE (Angle) in Decimals =
SELECT YOUR CURRENT LOCATION
( CURRENT TIME ZONE )
SELECT THE TIME ZONE, YOU WISH TO KNOW THE TIME
CURRENT DATE & TIME AT MUTHUPALA (KERALA) {INDIA} IS
DOHA (QATAR) MUTHUPALA (KERALA) {INDIA} 10:49:48 PM
BIG SIDE DIAMETER = TOTAL PROFILE OUT SIDE ARC LENGTH = 15708.024 OUTER RADIUS =
5000.000 10307.764
3927.006
6000.000
75.96 4123.106 6184.658
2000.000 1570.802 INNER RADIUS SEGMENT WIDTH
SMALL SIDE DIAMETER 3903.300 1561.320
SMALL SIDE CIRCUMFERENCE = 157
N
FLAT SIDE PORTION
A= 196 C= 295
B= 98 BIGGER SIDE CIRCUMFERENCE = 1571
H
EIG
HT
490.874 2945.243
VOLUME OF CYLINDER =
SEGMENT OUTER ARC LENGTH =
HEIGHT / LENGTH =
SEGMENT INNER ARC LENGTH =
DEGREE / ANGLE OF CONE
SEGMENT OUT SIDE CHORD (Typical) SEGMENT INSIDE CHORD (Typical)
( Typical from all cut back points )
AREA OF TOP (OR) BOTTOM =TOTAL SURFACE AREA OF
CYLINDER =
AREA OF CYLINDRICAL PORTION (SIDE) =
CCAABBAA
D FE G H H G F E D J K K J
L
M
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DIAMETER 1963.495 12271.846SLANT HEIGHT
45.00 SLANT
4870.000 7000.000
37.42 HEIGHT
0.00
45.000
7000.000 31180.47837.417
AREA OF SECTOR =
39.270
AREA OF ELLIPSE =
376.991
10520.000 7500.000
biEnayi
SURFACE AREA OF RECTANGULAR
PRISM =
VOLUME OF RECTANGULAR
PRISM =
PERPENDICULAR HEIGHT
SURFACE AREA OF SQUARE BASE PYRAMID =
VOLUME OF SQUARE BASE PYRAMID =
TAPER SIDES =
PERIMETER OF TRAPEZOID =
AREA OF TRAPEZOID =
.. MUTHUPALA… VENNIKULAM .. THIRUVALLA .. KERALA…
[email protected] v{gIsˇ
SLANT HEIGHT =
PERPENDICULAR HEIGHT =
4
8
12
16
20
24
28
32
ARC LENGTH =
DEGREE OF CURVE (ANGLE) =
REQUIRED PLATE FOR WELDED PIPE =
0.006 Meter ²
POUND→>>KG
87.140728444
174.28145689
C1 L2
ARM
L1
C2
C1 H CENTRE STUB IN THICKNESS OF HEADER PIPE
INSIDE STUB ON
HOUTSIDE
C3 H
0
-125.00
125.00
This columns are applicable only for Lateral Branch fabrication
16th DIVISION =
N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
4568.7103213 125 4443.7103213
4565.2890379 4568.710321
HEIGHT OF CONE
SLANT HEIGHT OF CONE
H
THICKNESS OF HEADER
PIPE
10th DIVISION =
11th DIVISION =
12th DIVISION =
13th DIVISION =
14th DIVISION =
15th DIVISION =
CIRCUMFERENCE
Watt→>→Horse Power.→
SAFE DISTANCE =
5.23716.059 METERS
QTY (NOS) QTY (NOS)
TOTAL VOLUME ( M³ ) =
INTER PASS ELECTRODE(GTAW + SMAW)
FINAL / CAPING ELECTRODE (GTAW +SWAW)
WEIGHT (in gms)
WEIGHT (in gms)
0.0 0 0.0 0
0.0 0 0.0 0
0.0 0 0.0 0
16 Nos340
1 Square Inches =
1270000 Circular Mils 0
0
60 0
60
3600
62
Friday, 07 April, 2023
BOLT QTY =
ENTER VALUES HERE FOR CONVERT DEGREES INTO DECIMAL
CURRENT DATE & TIME AT MUTHUPALA (KERALA) {INDIA} IS
10:49:48 PM
OUTER RADIUS =
10307.764 Big side Circumference = 15707.963
Segments =
4 nos
6184.658SEGMENT WIDTH
FLAT SIDE PORTION
SEGMENT INSIDE CHORD (Typical)
90 BRANCH
-**-
17th DIVISION =
N/A0 1 1
N/A250