Friday, December 21, 2018

City of New York -Local Law

Shared by Michael Feminella -NYC Constructors LLC

Introduced by Council Members Maisel, Crowley, Reynoso, Levin, Espinal, Cornegy, Richards, Chin, Kallos, Cohen, Constantinides, Dromm, Williams and Rosenthal.

A LOCAL LAW

To amend the New York city building code, in relation to maintaining crane event records

Be it enacted by the Council as follows:

Section 1. Section BC 3319 of the New York city building code, as amended by local law 141 for the year 2013, is amended by adding a new section 3319.11 to read as follows:
3319.11 Crane event recorder. No certificate of operation for a crane shall be issued or renewed on or after January 1, 2019, unless the crane is equipped with an event recorder that is supplied by the crane manufacturer, or by a dealer, distributor, vendor, or third-party authorized crane manufacturer.

Exception: Cranes where the manufacturer certifies to the department that an event recorder cannot be installed on the crane due to a technological limitation.
3319.11.1 Data to be recorded. At a minimum, the event recorder shall collect the following data:

1. Crane configuration;
2. Any overload condition;
3. Status of limit switches; and
4. Operator overrides.

3319.11.2 Data to be made available to the commissioner upon request. Data collected by the event recorder shall be made available to the commissioner upon request.

§ 2. This local law shall take effect on January 1, 2019, except that the commissioner of buildings may take such measures as are necessary for its implementation, including the promulgation of rules, before such effective date.

THE CITY OF NEW YORK, OFFICE OF THE CITY CLERK, s.s.:
I hereby certify that the foregoing is a true copy of a local law of The City of New York, passed by the Council on April 25, 2017, and approved by the Mayor on May 10, 2017.
MICHAEL M. McSweeney, City Clerk, Clerk of the Council.

CERTIFICATION OF CORPORATION COUNSEL
I hereby certify that the form of the enclosed local law (Local Law No. 79 of 2017, Council Int. No. 1435-A of 2017) to be filed with the Secretary of State contains the correct text of the local law passed by the New York City Council and approved by the Mayor.

STEPHEN LOUIS, Acting Corporation Counsel.

Friday, March 9, 2018

STRUCTURAL REPAIR VERIFICATION


By: John W. Davis, P.E.

Crane surveyors are often faced with the problem of determining the sufficiency of structural repairs.  Some jurisdictions require that the surveyor declare that the crane is in “safe working condition” as a requirement for acceptance or certification.  In addition to the regulatory requirements, every surveyor is faced with the challenge of risk management.  In practical terms, the surveyor must consider and avoid the risk of accepting a structural repair the sufficiency of which cannot be determined by visible inspection or load testing as is offered by ASME B30 standards.

The first thing to consider is who authorized the repair.  The surveyor should require a copy of written directions by the authority that is qualified to allow and/or define the repair method.  Some jurisdictions require that the repairs be authorized by the crane manufacturer or a registered engineer.  The surveyor is left with the decision as to the validity of the authorizing agent.   
   
The surveyor should be satisfied that the material used in the repair is the same as or equivalent to the original material.  The material or the specification for the material may be supplied by the original equipment manufacturer.  Alternatively, the proper material can be determined by a laboratory analysis of the parent material together with a certified test report with a mill test report from the repair material supplier.

If welding is part of the repair, the welding process should be prequalified or the welding process should be certified in accordance with AWS D1.1 standard.  The joint design should be in accordance with the AWS D14.3 standard and the instructions of the authorizing authority.  The welding must be done by a welder certified for the process, material, and welding position(s) used. The electrode material must be compatible with the parent material.  The welds should be done in accordance with AWS D14.3 and be inspected in accordance with AWS D1.1 standard.

In general, the surveyor should require sufficient documentation to verify that the repair has been completed in accordance with the instructions of the authorizing agent.  This assurance should include a parent material specification, a material certification for the repair material, a welding procedure certification (if needed), a welder certification document, and a Non-Destructive Evaluation report.  The surveyor should load test the element(s) repaired and provide a document to attest to the satisfactory test results.

In summary, the crane surveyor should require sufficient documentation for his files to verify that the repair has been done in compliance with the instructions of the authorizing agency.  

Thursday, May 21, 2015

Crane Load Testing- From a Repairer’s point of view!

Load Testing- From a Repairer’s point of view!


By: Bruce MacPherson      Certified Boom Repair Service, Northeast


ASME B30.5-2011 5-2.2.2 guides decision making for Rated Load Testing “…… all cranes in which load-sustaining parts have been altered, replaced or repaired should be load tested by, or under the direction of qualified person.” We all know who a “qualified person” is because the description of a qualified person can be found in the definition section of the code. The question that comes to mind is how does OSHA or ASME define repairs to load-sustaining parts or structural repairs as it relates to load testing requirements?
Consider the following scenarios below. It is your customer and you are aware repairs have been made. How would you proceed?

If a picture frame lattice gets dented when the boom is being assembled and is then replaced in the field, is that a structural repair? Is the lattice a load sustaining part?

Equipment Manager notices a crater crack in an improper weld termination on an outrigger beam; the crack does not seem to be propagating. It is a small deficiency but he decides to repair it; you are doing the inspection. Is a load test required?

3. If (9) of the top lattice in a 20’ boom extension section are replaced because of wire rope wear, is this a structural repair?

4. What about a documented splice in a tubular chord done by a competent repair facility? Load Test?

5. A boom extension swings hard into the stow bracket of the base section of a truck crane causing a dent in the side plate. The deflection gets corrected using hydraulics with no heat applied? Do you load test?

6. Wire rope jumps a sheave at the boom point and saws into the axle shaft. The shaft and the rope get replaced. Is the shaft a load-sustaining part?

7. An operator doing an inspection of his machine finds (6) lattice have corrosion exceeding the OEM Manufacturer’s tolerance limit. There is 180’ of boom in the crane. The corroded lattice are dispersed over the length of the boom. The lattice are replaced. Do you require the owner to do a load test?

A crowd cylinder has leaking seals. The boom is disassembled, extend/ retract cables are inspected, the cylinder gets inspected, resealed and bench tested. The boom is reassembled. The machine is ready to go to work. Has the owner completed repairs to load sustaining components?

If you consider all (8) scenarios and strictly adhere to the Load Testing requirement as described in B30.5-2011, then you must say “YES” to load testing all of the above, BUT really…….are you going to require your customer to load test because he just replaced a Picture Frame lattice? OEM Manufacturers have procedures for lattice replacement. I have not seen an OEM requirement for Load Testing after one lattice has been replaced but it really is a structural repair. How do you feel about the (6) lattice in 180’ of boom, the (9) lattice in a single plane of a 20’ extension, a documented chord splice or the crowd cylinder work? If repairs are completed by an independent firm as opposed to OEM employees or through the OEM’s distributor network, would your Load Testing recommendations be any different?

An inspection with a Load Test is only a “snap shot” of a machine’s serviceability at one point in time. Load Testing after repairs, if done properly, is “cheap Insurance” for Crane Owners, Repairers, Insurance Companies, General Contractors and for any project that employs the machine; however there should be a common sense approach in the decision making process for Load Testing.

When the CCAA was in Baltimore many years ago, I had the opportunity to ask Paul Rossi of OSHA how he or his employer might define structural repair as it relates to Load Testing. His answer was, “We don’t define it. We leave it to the comfort level of the Certifier”. So there you have it…….”The ball is in your court”.

Wednesday, September 24, 2014

Heavy Lift & Center of Gravity Weighing Systems




























The System is used for weighing & calculating the center of gravity of large structures. 

Load cells and custom designed software reads and displays individual load cell readings, total loads and the center of gravity of the object being weighed. 

These engineered systems facilitate the safe lifting and transporation of large and heavy structures. By determining the dead weight, operators are enabled to choose the type of crane required, and  the best locations of specific lifting points to keep the structure stable during lifting and installation. 
Typical Heavy Lift Applications
Module Weighing
Weight Distribution Analysis During Build
C of G measurement
Calibration of Heavy lift Equipment
Equipment Positioning and Alignment
Structural Analysis and Investigation
Design and FEA Model Analysis
Strain Gauging of Structure

Friday, May 10, 2013

Risk Based Asset Management of Cranes


Risk-based Asset Management identifies the most appropriate and sustainable maintenance, operating, and replacement strategies based on the actual risk to the business posed by a crane asset in its current operating context.


It is important to recognize that cranes operate as part of a system; risk is usually a function of the entire system’s performance, rather than an individual unit’s. Therefore if funds and resources are limited, it is best to optimize an individual crane’s performance only when it contributes significantly to the overall risk. 

In other words, deal with the weakest links in the chain first. As one link is strengthened, begin work on the next weakest and so on. 

To implement an RBAM approach, four major steps are required: 

(1) Identify priorities. If the organization has a number of different cranesystems, it is important to work out which system should be analyzed first.
(2) Understand the risks posed by an operating system, and identify its weak points. These may vary for different types of risk. One crane may be contributing the most to cost, while another poses the greatest environmental threat.
(3) Identify strategies for reducing the risk, or risks, posed by that specific crane/s.
(4) Manage corporate knowledge to ensure the business can adequately implement and sustain the initiatives developed in steps 2 and 3. 

Risk = probability x consequence x confidence 

Undertaking a RBAM analysis and implementation process takes time and commitment. With a large and disparate asset base that is made up of lots of different cranes, it is impossible to solve all problems in one pass. It is also important to get some big wins early. So determining the order in which cranes will be analyzed is an important first step in applying RBAM. 
 
Technically speaking, highest risk cranes should be tackled first. However, these may be the hardest to change. So a more flexible strategy is generally warranted.
 
A basic ranking exercise, based on a set of agreed risk criteria, is the easiest way to get started. This ranking should be performed in a group, which includes representatives from the organization that manage the business as well as the cranes themselves, in addition to experienced risk analysts to facilitate the process. 

Many crane owners have a standard risk matrix that can be applied; however if no appropriate approach exists, ranking criteria might include: 

Safety and environmental risks posed by failure of the crane
 
Operational criticality of the crane

Historical cost of maintenance (in the current configuration)

Operating costs
 
Number of similar cranes within the entire asset base
 
Ability to effect the required changes (e.g. unionized site, highly regulated, prevalence of old-school attitudes or openness to new ideas.
 
All unique configurations are then ranked according to the combined total of all risk criteria. This determines the order in which cranes should be evaluated

Once the system has been modeled, individual components that contribute significantly to overall system risk and/or cost are easily identified. More comprehensive analysis and/or improvement strategies can then be implemented. 

Reducing risk is usually achieved by reducing the number of unexpected failures in critical system components. Reducing whole of life cost however, is a little more complicated. As reducing unexpected failures also reduces cost (unplanned failures can be 10 times more expensive than planned maintenance), these factors will be considered together.

Get Smarter About Maintenance 

To reduce risk and minimize whole-of-life costs, cranes should be maintained in accordance with their combined risk/consequence and failure profiles. There are four options: 

      (1) Run to failure is appropriate for low consequence scenarios where the cost of failure is approximately the same as the cost of replacement/refurbishment. It is also appropriate when the risk of failure is the highest immediately after installation and reduces with age. Electronic
components typically fall into this category.

      (2) Preventive replacement/refurbishment is appropriate when assets fail predictably with time-dependent failure modes. Age (e.g. Run-hours, days, cycles, etc) is then monitored and parts/cranes are replaced or refurbished when this age reaches a predefined level. Applying this regime when failure is not time-dependent does nothing to reduce the risk of failure. It is also called fixed-term maintenance.

     (3) Condition-based maintenance should be considered when cranes have no strong time- dependent failure modes (i.e. failure age is random), or when consequences of failure are significant and must be avoided at any (reasonable) cost. Most large cranes generally fit into this category, which is also called predictive maintenance. This approach requires suitable condition indicators that are able to warn of incipient failure.

     (4) Redesign is required when no other maintenance strategy can   cost-effectively mitigate the risk of failure.
CBM assumes that the risk of failure of a crane is a function of its age, and its response to its operating environment.

However CBM implies much more than just collecting information about the crane’s integrity; it assumes that this condition data will then be used intelligently to decide what and when particular maintenance tasks should be performed. Unlike condition monitoring, CBM is a maintenance management philosophy, not an inspection process.

The major components of a CBM approach are illustrated in Figure 3. Associated work tasks include: 

Sourcing, acquiring, cleansing and formatting data (crane’s failure history and condition monitoring or process data).

Developing models that relate failure events to CM data.

Evaluating data shortfalls and auditing data quality.

Determining appropriate on-condition maintenance tasks.

Implementing FMEA (failure mode effects analysis) to determine if failure modes that have not occurred historically may still pose a significant risk to the business.

Disseminating information appropriately.

Changing maintenance philosophies when current strategies are inappropriate.

So why do CBM?
Several tangible benefits to an organization are expected from the introduction of CBM practices. Specific benefits depend on the extent to which CBM is implemented, however, these generally include:

1) Cost reductions via:
Reduction of unnecessary maintenance & replacement
Establishment of more appropriate maintenance requirements for individual cranes and crane types
Reduced reactive maintenance
Less collateral damage from failed equipment
Fewer surprises during major overhauls
Reduced sparing
Informed decision-making
 
2) Increased availability through:
Improved planning and decision making
Reduced number of breakdowns and less collateral damage
Improved understanding of machinery and maintenance limitations
Improved troubleshooting

3) Improved data capture and exploitation

4) Improved knowledge transfer  between personnel collecting, analyzing and using data, resulting in improved diligence in performing maintenance tasks and data collection.

5) Reduced risks of crane failure and consequent loss of availability.
For CBM to be useful a particular failure mode must produce one or more measurable warning indicators prior to failure, and these indicators must provide sufficient time for systems and/or personnel to react appropriately. 

If a crane has multiple failure modes, then multiple indicators usually need to be monitored. For defining suitable maintenance each failure mode must be distinguishable by a unique set of parameter values.
With a large number of failure modes and CM indicators, this mapping can not be achieved manually. We use a program which  analyses the relationships between historical failure data and available condition monitoring data. It also: 

Identifies which condition monitoring parameters are useful in warning of incipient
failure, and which are not; these can be safely removed from the inspection program
Predicts remaining useful life (time to repair/replacement)
Quantifies the current risk of failure
Estimates the risk of failure at a specified time in the future
Determines how much is saved by implementing the recommended maintenance policy, as compared to the current policy and/or run-to-failure. 
 
A typical output from the software is shown in Figure 3.
Figure 3: output graph that can help asset managers identify if items need to be repaired/replaced on the basis of condition monitoring result

The Life-Cycle Cost (LCC) Equation makes the assumption that the crane is only purchased once in the plant’s lifecycle. 

In practice, it may be feasible to replace a crane at periodic intervals due to escalating costs of operation and maintenance. Therefore to minimize the overall lifecycle costs, the optimal time to replace should be determined and the LCC equation adjusted accordingly. Common reasons for considering replacing functioning cranes with new models include:
Cheaper to replace than repair.
Requirements have changed from the time of original installation, resulting in the equipment operating under sub-optimal conditions, increasing maintenance and/or operating costs.
No longer possible to restore the crane to an as-new state resulting in increased maintenance and/or operating costs.  Newer, technologically-improved models are available with lower operating and maintenance costs.

The quantities of spare parts carried by an organization typically reflect the variety of the equipment to be maintained, the
availability of parts and the equipment’s criticality to the operation. The least cost for storing parts results from minimizing the effect of these factors on operational risk

Spares management is something that should be considered once initiatives specific to the needs of a crane and the systems it works in have been put in place and are well proven. Thereafter, programs that can often yield value include:

Rationalizing crane types – This allows an organization to share spares
across sites. But beware: efficiency and integrity should not be compromised for the sake of rationalization. Ensuring an crane is fit for purpose will have a greater effect on minimizing risk and/or whole-of-life cost than needing a few extra spares.

Reducing spares holdings – Once remaining useful life is known, replacements or refurbishments can be organized well in advance, removing the requirement to hold large numbers of spares on site. This reduces the overheads associated with their storage, inventory management and
depreciation.

Establishing supply agreements – These become easier to arrange when work is preplanned, parts have been rationalized and spares are no longer held on site as suppliers are able to better estimate their revenue and manage their stock holdings. Their reduction in risk can be returned to the asset owner in reduced parts costs.

Vendor management of on-site spares – This moves the parts management and carrying cost of stocking appropriate spares to the supply vendor. They are the people best situated to provide the correct inventory mix to match the equipment mix for the site. The vendor is most aware of their manufacturing and supply capability and can make the more optimal stocking decisions.

Creating Knowledge Workers
Analysis tools have fundamental data requirements and data outputs. This data output needs to find its way to whomever needs that data in order to make better business decisions. Be it an operator, maintenance planner, or reliability engineer in multiple locations, with each needing the information presented in a slightly different way. This is the essence of a “knowledge worker”. Good business decisions therefore require good quality data and an efficient delivery mechanism. These factors are not independent.

Experience tells us that maintenance related data held by most organizations is not fit for purpose. Ultimately, this is because it is not being used. Reasons for data not being used include:

Data is difficult to access and/or combine in a meaningful way (required information may be held in disparate systems)
Data fields are incomplete or not suitable for the task at hand (e.g. failure mode descriptions are inconsistent);
Wrong data is being captured
No-one is responsible for ensuring data integrity.
Knowledge management (KM) help organizations overcome these issues, and underpin the savings and risk reduction strategies discussed, by reducing the time taken to collate, analyze and present data

As interoperability between disparate systems is improved, data can be accessed efficiently and effectively. Thus analysis of data becomes a more convenient and trusted input to decision making.

The greatest benefit for an organization that RBAM offers is that it
can be applied in a staged and controlled way. 
 
Although some upfront investment is required to develop an implementation plan and install tools that facilitate appropriate data mining and interpretation, each system analysis and subsequent implementation of its recommendations can be justified against the savings on offer. 

These are discrete, specific and objective. Performance of the program, as well as consultants brought in to help in its implementation, can therefore be closely monitored. Costs are controlled and further initiatives become much easier to justify.

References
[1] Carson, J.S., (2005) “Introduction to Modeling and Simulation”, in Proceedings of the 2005 Winter Simulation Conference, pp. 16-23
[2] Barlog, R.J., (2004) “Reliability Review and Reliability/Availability Model: Whiting Refinery Waste Water Treating Plant”, BP Report, pp.1-23
[3] Mackenzie, M. and Briggs, R. (2006) MODELLING AND SIMULATION - A PROFITABLE TOOL FOR ALL PHASES OF THE LIFECYCLE, in Proceedings of 1PstP WCEAM (submitted for publication).
[4] (2001) “Pump Lifecycle Costs: A guide for LCC Analysis for Pumping Systems”, Europump and Hydraulic Institute, USA.
[5] Nowlan, F. S., and Heap, H.F. (1978) “Reliability-centred Maintenance”, Report No. A066-579, National Technical Information Service.
[6] Collins, A. (2004) “Vibration Analysis of Pumps – Course Notes”, Blakers Pump Engineers.
[7] ETSU and AEAT PLC (2001) “Study on improving the energy efficiency of pumps”, European Commission.
[8] Jantunen, E., Miettinen, J. and Ollola, A. (1993) "Maintenance and downtime costs of centrifugal pumps in Finnish Industry" in Proceedings of The 13th International Pump Technical Conference, Pumps for a Safer Future, London, UK, pp.9-20.
[9] Yates, M.A., (1996) “Pump Performance Monitoring, Proceedings of the 5th International Conference on Profitable Condition Monitoring”, BHR Group, pp.207-228.
[10] Sikorska, J.Z., and Hodkiewicz, M. (2005) “Flow monitoring of a double-suction pump”, Proceedings of the Comadem, pp. 192-202.
[11] Hodkiewicz, M., Kelly, P., Sikorska, J. and Gouws, L. (2005), “A Framework to Assess Data Quality for Reliability Variables”, in Proceedings of 1st WCEAM (submitted for publication).