The test specimen should be deemed to have failed if it
is no longer able to support the test load. Support of the test load
is determined by both the amount and the rate of deflection. Since
relatively rapid deflections can occur until stable conditions are
reached, the rate of deflection criteria of decks is not applied until
a deflection of L/30 has been exceeded. For the purposes of this resolution,
the following criteria apply:
-
.1 Bulkheads
-
.1.1 limiting axial contraction of h/100 m; and
-
.1.2 limiting rate of axial contraction of 3 h/1000
mm/min
- where:
h |
= |
the initial height
(mm), and |
-
.2 Decks
-
.2.1 Limiting deflecting of L2/400
d mm; and
-
.2.2 Limiting rate of deflecting of L2/9000
d mm/min,
- where:
L |
= |
the clear span
of the specimen (mm) |
d |
= |
the distance from
the extreme fibre of the design tension tone of the structural section
(mm). |