
EN 14532-3:2004 (E) 
13 
The tensile strength [R
m
(w)] of the welded test specimen in the post-weld condition shall satisfy the following 
requirement: 
R
m
(w) = R
m
(pm) x T 
where 
R
m
(pm)  is the specified minimum tensile strength of the parent metal required in the relevant standard; 
T  is the joint efficiency factor. 
For combinations between different alloys the lowest individual R
m
(w) value shall be achieved. 
Table 2 — Efficiency for tensile strength of welded joint 
Material group  
or sub-group  
(see Table C.1) 
Temper condition of 
parent metal before 
welding 
a b
 
 
Post weld condition  
(pm)R
(w)R
T
m
m
=  
21  All temper conditions  As welded 
1,0 
c
 
22  All temper conditions  As welded 
1,0 
c
 
23.1 T4 Natural ageing 0,7 
 T4 Artificial ageing 
0,7 
d 
 
  T5 and T6  Natural ageing  0,6 
  T5 and T6  Artificial ageing  0,7  
23.2 T4 Natural ageing 0,95 
 T4 Artificial ageing 
0,75 
d 
 
 T6 Natural ageing 0,75 
  T6  Artificial ageing  0,75  
Other alloys  All temper conditions 
— 
e
 — 
e
 
a 
Shall be according to EN 515.
 
b 
For parent metal in other tempers not shown in the table, R
m
(w) shall be in accordance with the design specification.
 
c  
R
m
(pm) is based on the specified minimum tensile strength of the "O" condition, irrespective of the actual parent metal 
temper used for the test.
 
d 
When the test pieces are artificially aged after welding and prior to testing, the efficiency factor T applies to the T6 parent 
metal condition.
 
e 
The post weld ageing conditions and R
m
(w) shall be in accordance with the design specification.
 
 
6.2.4.2 Macroscopic examination 
A transverse macro section shall be taken from the test piece and documented by photograph. The macro section 
of the welded joint shall show a complete, weld build-up and complete fusion of the weld in accordance with 
EN 30042, level B. 
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