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The Specifications for use on a project will be as defined in the ‘Project Execution Plan'. The specification requirements will be clarified in the Engineering Estimate or at the Preliminary Engineering Phase of the work. The Mechanical Engineer/Specialist will be responsible for maintenance, distribution, updating and/or generation of Specifications as required.
A number of WorleyParsons Technical Specifications exist. These Specifications are intended as minimum mandatory requirements to be complied with by Vendors. WorleyParsons Technical Specifications should be reviewed on a Project basis to determine applicability to a given Project. They may then be adopted ‘as is', or supplemented by a Project specific Addendum or revision. During the evaluation for Project suitability, should it become apparent that a particular revision may be required to the Corporate master Specification, the Mechanical Department head shall be notified.
SIGNIFICANCE OF DEFECTS IN WELDS In the correct sense of the word, a defect is a rejectable discontinuity or a flaw of rejectable nature. Certain flaws acceptable in one t
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Q. What is Gust Response Factor? For flexible structures such as a tall vertical process vessel, a Gust Response Factor, Gf is another essential variable needed to determine th
Why is the quality of welds produced by submerged arc welding very good#Minimum 100 words accepted#
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Describe the Elements of Polyhedral objects Objects that are often encountered in engineering applications can be classified as either polyhedral or curved objects. A polyhedr
Determine an expression for the minimum number of teeth on a pinion which is in mesh with a rack in order to avoid interference and show the minimum number of teeth needed on a pin
Steam turbine comprises of stages, number and size of the stages depends upon the break horsepower of the turbine. The stage has set of moving and fixed blades. The moving blade
You are required to formulate the loading and boundary conditions using the FE code and evaluate the stress distribution and end deflection of the beam using the ABAQUS code and vi
example of fnsd analysis
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