005_SMV2006_RCN09_2008-07.pdf
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ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH . 2006 1
RULES FOR BUILDING AND CLASSING
STEEL VESSELS UNDER 90 METERS (295 FEET)
IN LENGTH
NOTICE NO. 9 – July 2008
The following Rule Changes were approved by the ABS Rules Committee on 3 June 2008 and become EFFECTIVE AS OF 1 JULY 2008.
(See http://www.eagle.org/absdownloads/index.cfm for the consolidated version of the Rules for Building and Classing Steel Vessels Under 90 meters (295 feet) in Length 2006, with all Notices and Corrigenda incorporated.)
Notes - The date in the parentheses means the date that the Rule becomes effective for new construction based on the contract date for construction, unless otherwise noted. (See 1-1-4/3.3 of the ABS Rules for Conditions of Classification (Part 1).)
PART 3 HULL CONSTRUCTION AND EQUIPMENT
CHAPTER 7 TESTING, TRIALS AND SURVEYS DURING CONSTRUCTION – HULL
SECTION 2 TRIALS
(Revise Subsection 3-7-2/1, as follows.)
1 Anchor Windlass Trials (1 July 2008)
Each anchor windlass is to be tested under normal working conditions to demonstrate satisfactory operation. Each required anchor handling unit is to be independently tested for braking, clutch functioning, power lowering, hoisting and proper riding of the chain through the hawsepipe, over the wildcat (chain wheel), through the chain pipe and stowing in the chain locker. It is to be confirmed that anchors properly seat in the stored position and that chain stoppers function as designed if fitted.
Also, it is to be demonstrated that the windlass is capable of lifting each anchor with 82.5 m (45 fathoms) length of chain submerged and hanging free. Where the available water depth is insufficient, the proposed test method will be specially considered.
Notice No. 9 – July 2008
2 ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH . 2006
PART 5 SPECIALIZED VESSELS AND SERVICES
CHAPTER 8 VESSELS INTENDED FOR TOWING
SECTION 6 TESTS
(Revise second paragraph of Subsection 5-8-6/3, as follows.)
3 Static Bollard Pull Test (1 July 2008)
The static bollard pull test procedure is to be submitted for review by the attending Surveyor in advance of the test.
The first vessel of a series is to have a bollard pull test conducted in all cases. The requirements for conducting a bollard pull test on vessels of duplicate design and built in a series will be specially considered on a case-by-case basis. However, a bollard pull test certificate will only be issued to those vessels for which the BP notation is requested and the bollard pull test is actually carried out.
The static bollard pull is to be measured with the tug at the maximum continuous rpm and at or near the maximum towing depth. The towed vessel is to be in ballast condition but need not be down to the summer load line mark.
The static bollard pull is the pull that is recorded over the state of equilibrium without any tendency to decline.
The depth of water under the keel in the testing area should be at least two times the vessel draft at amidship.
For additional test criteria, see Appendix 5-8-A2 “Guidelines for Bollard Pull Test Procedure” of these Rules.
PART 5 SPECIALIZED VESSELS AND SERVICES
CHAPTER 13 ESCORT VESSELS
SECTION 9 TESTS AND SURVEYS
(Revise first paragraph and add new second paragraph to Subsection 5-13-9/1, as follows.)
1 Static Bollard Pull Test (1 July 2008)
The static bollard pull test procedure is to be submitted for review by the attending Surveyor in advance of the test.
A bollard pull test is required for each vessel being classed Escort Service.
The static bollard pull is to be measured with the escort vessel at the maximum continuous rpm, and at or near its maximum displacement. It is the pull that is recorded over the state of equilibrium without any tendency to decline.
The depth of water, and the extent of water abaft and abreast the vessel are to be adequate to give a reliable bollard pull.
For additional test criteria, see Appendix 5-8-A2 “Guidelines for Bollard Pull Test Procedure” of these Rules.
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