Standard Guide for Steel Hull Construction Tolerances [Metric] (Withdrawn 2003)

SCOPE
1.1 This guide outlines permissible deviations and distortions in new construction of steel hulls, in accordance with good fit criteria and strength requirements.  
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Withdrawn
Publication Date
31-Dec-1993
Withdrawal Date
31-Dec-2002
Drafting Committee
Current Stage
Ref Project

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ASTM F1053/F1053M-94 - Standard Guide for Steel Hull Construction Tolerances [Metric] (Withdrawn 2003)
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Standards Content (Sample)

Designation: F 1053/F1053M – 94 An American National Standard
Standard Guide for
1
Steel Hull Construction Tolerances [Metric]
This standard is issued under the fixed designation F 1053/F1053M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope Fig. 5, is to be used as a guide in determining permissible
deviations, distortions, unfairness, and construction inaccura-
1.1 This guide outlines permissible deviations and distor-
cies in principal strength members in new construction of steel
tions in new construction of steel hulls, in accordance with
hulls. The principal strength members include longitudinal
good fit criteria and strength requirements.
strength members within the 0.4 length amidships, as well as
1.2 The values stated in SI units are to be regarded as the
other structurally critical hull members. This guide is intended
standard. The values given in parentheses are for information
for use with ordinary strength steels.
only.
1.3 This standard does not purport to address all of the
4. Corrective Action
safety concerns, if any, associated with its use. It is the
4.1 Construction inaccuracies falling outside the standard
responsibility of the user of this standard to establish appro-
range but within the tolerance limits require no corrective
priate safety and health practices and determine the applica-
action with respect to the element in question. However, if such
bility of regulatory limitations prior to use.
inaccuracies are encountered frequently it may indicate that
2. Terminology process controls should be reviewed and possibly tightened.
4.2 Construction inaccuracies falling outside the tolerance
2.1 Definitions:
limits in principal strength members may cause problems in
2.1.1 standard range—level of construction accuracy that is
service or may lead to excessive costs at subsequent stages of
normally expected to be achieved using conventional ship-
construction, and may require corrective action. Deviations
building practice.
exceeding the tolerance limits may be considered on a case by
2.1.2 tolerance limits—construction tolerance range within
case basis, depending on location and extent of the deviation,
which no corrective action need be taken.
and the intended service and criticality of the affected element.
3. Application
4.3 Standard corrective action will be indicated in this guide
where appropriate. In other cases appropriate corrective actions
3.1 Table 1, appearing as Fig. 1, Fig. 2, Fig. 3, Fig. 4, and
may depend on circumstances. (See also Fig. 6 and Fig. 7.)
1 5. Keywords
This guide is under the jurisdiction of ASTM Committee F-25 on Ships and
Marine Technology and is the direct responsibility of Subcommittee F25.01 on
5.1 construction tolerances; fit criteria; hull construction;
Structures.
steel hull;
...

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