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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.
In motorcycle servicing we studied about various service tips for motorcycle servicing. These steps will ensure proper servicing of motorcycle and as a result customers will trust
Explain Roughness width and Roughness width cut off? Roughness width: - Roughness width is the distance parallel to the normal surface between successive peaks or ridges whic
Stress Strai n Curves (Tension): When a bar or specimen is subjected to a gradually increasing axial tensile load, the strains and stresses can be found out for number of loa
Limitations of resistance welding 1). Pressure - tight joints are achieved only with flash butt welding. Resistance welding is not recommended for high pressure joints a
Separator: Separator works as insulator between positive and negative plates. These separators are placed between each pair of plates.
Special Casting Methods: 1. Die casting : Die casting is a permanent mould casting techniques in which molten metal is forced in the mould cavity under a pressure of 700 to
Evaluate the stream function at point (2, 3) for a two dimensional flow given by U = 5x 3 v = - 15x 2 y Evaluate the velocity potential function for a two dimension
A singly excited magnetic device with a moving iron element is illustrated in the figure below. g = 0.10 mm d = 2.0 cm b = 3.0 cm Assume the mmf in the iron and th
different
Determine the dead load: A 250 mm diameter sewer is placed in a 2.75 m deep rectangular trench that is 0.65 m wide. This trench is backfilled with saturated clay having a unit
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