Analysis of Stresses in Tapered Rectangular Utility Pole

Subject Areas : Mechanical Engineering

Kondapalli Siva Prasad ¹ , Chinthada Mankanteswar Rao ²

1 - Department of Mechanical Engineering, Anil Neerukonda Institute of Technology & Sciences, India
2 - Department of Mechanical Engineering, Anil Neerukonda Institute of Technology & Sciences, India

Received: 2017-07-05 Accepted : 2017-09-07 Published : 2018-03-01

Keywords:

References:

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[2]     Ramesh Babu, R., Panneer Selvam, R., “Earthquake Resistance Capability of Distribution Poleˮ, 2012, 15 WCEE, Lisboa, pp. 1-7.

[3]     Zakaib, S., Fam, A., “Flexural Performance and Moment Connection of Concrete-Filled GFRP Tube–Encased Steel I-Sectionsˮ, Journal of Composites for Construction, ASCE.2012, Vol. 16, No. 5, pp. 604-613.

[4]     Dittmar, F., Bahous, H., “Spun Pre-Stressed Concrete Poles: Alternative to Wooden and Steel Poles for Lowˮ, Medium, and High Voltage, C I R E D, 21st International Conference on Electricity Distribution Frankfurt, 2001, Paper 0392, pp. 6-9.

[5]     IS 875.3.1987: Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures, Part 3: Wind Loads [CED 37: Structural Safety.

[6]     IS 456.2000: Plain and Reinforced Concrete - Code of Practice.

[7]     IS 1785.1.1983: Plain hard-drawn steel wire for prestressed concrete, Part 2 as drawn stress- wire.