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General Phase of Value Engineering:
Steps-
1. Prepare a strong foundation for the value study.
Extension of auger in screw conveyer in hydraulic paver machine is to be done by manually.
Due to this we are facing so many problems which are as follows:
01) For the extension of the auger in screw conveyer we have to stop whole machine operation.
02) We have to carry extra auger shaft with it at site location.
03) For extension tools are required.
04) Time is going to be wasted.
05) Extra labour work is required.
06) Extra linkage arrangement and disc plate with L support are required
07) Extra lubrication and maintenance are required for smooth operation.
A 4- pole DC motor is known to have an armature resistance of 0.5 Ω, and is operated as a separately excited motor. (a) When the motor is connected to a 250V DC supply with no
what is work?
Points of Contraflexure: Assume M 1 , M 2 , . . . and M 6 be the points of contraflexure, where bending moment changes sign. To determine the position of M 2 , let a section
The Rusk's own fairly large house near San Francisco and the following spreadsheet shows their month to month power use for two years. 1. What is their monthly average power us
The grouping of the words turbine and propeller in techno jargon will give you the word "turboprop". A turboprop engine is a turbojet (gas turbine) engine, which powers the propell
Q. Ultrasound Bolt Load Monitoring? Ultrasound measurement of bolt stresses, using ‘Bolt Scope', should be used on: • All bolts tightened by tensioning. • All bolts in hy
#draw a net sketch of the geometry of a single point tool.
Determine the loss-by-defect and loss-by-dispersion Given, Annual production = 1,00,000 units Specification = 20 ± 4 i.e. m = 20, Δ = 4 Cost of repairing or resetting a
Martempering: The piece to be hardened is wholly austenitized and after that quenched in a lead of salt bath held at a temperature simply above at that martensite would begin
Determine the point of contraflexure: Draw the shear force & bending moment diagram for 10 m span overhanging beam along overhanging part of 4 m subjected to a system of loads
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