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NOTE: GENERAL NOTES

1- BREAK ALL MACHINED SHARP EDGES BY: 0.5*45°

2- FILLET ALL CORNER WITHOUT Dimension R5

A 3- General tolerance for welded constructions Acc to DIN EN ISO 1390-BE
A
4- Surface roughness for all plates unless otherwise indicated in drawing

5- All surface contain roughness must be painted

Ref to G.S.Y.02 cycle (CS)No. color(1021 yellow) Acc. to RAL (840 HR)

6- Thermal cut geometrical specification and tolerance Acc. to ISO 9013 -432

7-Stress relieve after welding and before machining at 590-600 ° C for 1.5 hr

HOLD ITEMS

B B

.
REFERENCE DRAWINGS DWG.No.

C C
UNLESS OTHERWISE SPECIFIED

( ) 1ST ANGLE
SURFACE FINISH DIN 3141 RANGE 3 PROJECTION
TOLERANCES & FITS: BREAK ALL MACHINED
MACHINED SURFACES ISO 2768 mk SHARP EDGES BY 1x45 ~
WELDED CONSTRUCTIONISO 13920 BG ALL DIM IN MILLIMETER

UNSPECIFIC WELD JOINTS

e min 1 e min 2 e min

E max

E max
3
a=0.7 x e min a=0.4 x e min>3 a=0.4 x e min>3

E max

a
a

a
45

Spring location
60~ 4 ~ 5 6

t
2

M in
t

45 ~
2
2 2

t
UP
D FL D

FM FM

REV. DESCRIPTION DRAWN DESG. CHKD. APP. DATE

CLIENT:

MC CONSULTANT :

Load cell unit

CONTRACTOR :
E FL E

PROJECT :
SECTION "FM-FM"

TITLE:

DATE SCALE: PROJ. ENGR. DRAWN CHECKED APPROVED

LODCELL
NO CONSTRUCTION PERMITTED UNLESS DWG. APPROVED

F GEN. TOL : QU. REQUIRED : UNIT : mm

F
CLIENT DRAWING NUMBER :
PATH : DRAWING NUMBER:

FILE NAME :
SECTION "FL-FL"
DATE : SHEET: SIZE: REV.

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