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The Mechanical Engineer/Specialist shall prepare Material Requisitions for all required mechanical material and equipment. The format for all requisitions shall be in accordance with WorleyParsons Procurement Material Requisition (MR) documents. The Mechanical Engineer shall contact Procurement to establish if a job specific electronic MR document for use on the Project is required. On small projects, WorleyParsons Procurement may not be utilized, as this work may be performed by the Project/Mechanical Engineer/Specialist, or by the Client. The WorleyParsons standard Procurement Requisition shall also be utilized in this case. Material Requisitions shall be prepared in accordance with the Procurement Procedures and the following procedures as described in section 4.8. Templates for Mechanical MR's may be found on the Mechanical Engineering intranet site.
The Mechanical Engineer/Specialist has overall coordination responsibility for all MR's for which he was the originator.
understanding the scope.
A 54 kg chandelier is suspended 1.5 m below a ceiling by 3 wires, each of which has the similar tension and the similar length of 2.0 m (see the drawing). Find the tension in every
Area of cross section of a cone
Q. Design Wellheads and Wellpads? Hydrocarbon-producing wellheads and wellpads shall be located in open, well ventilated areas with as much segregation from other critical equi
What are the advantages of compound compression with intercooler over single stage compression? Explain with the help of schematic and P-h diagrams, the working of a two stage c
Calculate the Spindle Speed by (a) HSS tool (b) Carbide Tool Calculate the spindle speed (N) if a C 20 steel job of 50 mm dia is to be turned by (a) HSS tool and (b) Carbide T
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Question 1 A metal rod has a diameter of 8.74 mm and supports a load of 24.6 kN. Calculate the value of true stress on the rod. The diameter was measured with the load already a
Hi. I have made a payment for the above ticket number. Will I get all the workings out too? [email protected]
The stepped bar in Fig Q6 is stretched along the vertical axis and the maximum upward displacement is found to be 0.008 m. The bar has cross-sectional areas of A 1 and A 2 ov
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