The project report includes Present Market Position and Expected Future Demand, Market Size, Statistics, Trends, SWOT Analysis and Forecasts. Report provides a comprehensive analysis from industry covering detailed reporting and evaluates the position of the industry by providing insights to the SWOT analysis of the industry.
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The transmission line towers are comparatively light Structures and the maximum wind pressure is the main criterion For their design. The concurrence of earth quake & intensified Wind pressures may also be considered in the earth quake – prone Areas for design of the overhead transmission line towers. These Towers are fabricated by means of bolted joints only. The Structural steels of well specified quality only are used in Construction of transmission line towers to ensure the Permissible stresses and other design details. Practices Followed in material selection, design, fabrication, testing and Must suit the field conditions of this country. Various design Considerations are adopted in the design of self-supporting Steel lattice towers for overhead transmission lines, including Loads, combination of loads, permissible stresses, wind Pressures likely to be experienced during service and atmospheric Corrosion intensity. This project does not propose to manufacture Guyed towers & special towers for river crossings or other Large spans. The intention is to produce overhead electric power Transmission line towers to be used in plains.
Project Report covers:
| Plant capacity | 500 mt./day |
|---|---|
| Land & building | (area 5 acres) Rs. 434 lacs |
| Plant & machinery | Rs. 1,098 lacs |
| W.c. for 2 months | Rs. 11,183 lacs |
| Total capital investment | Rs. 12,939 lacs |
| Rate of return | 79% |
| Break even point | 21% |
