Analysis of Beam using Timeshenko Method& Compare with Eulers Elementry Beam Theory |
Author(s): |
| Akhilesh Sharma , TIEIT; Rashmi Sakalle, TIEIT; Nitin Tiwari, TIEIT |
Keywords: |
| Timeshenko Method, Eulers Elementry Beam Theory |
Abstract |
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This paper describes analysis of simply supported beam subjected to uniformly distributed load with different length to depth ratios by Timoshenko method and compared it with Euler's Bernoulli Theory. According to IS code 456-2000 a beam is considered as deep, if the span to depth ratio is 2 or less for simply supported beam and 2.5 or less for continuous beam. The parameters observed were flexural stress, shear stress and strain components. The effective span to depth ratios of beam considered were 8.0, 6.0, 4.0, 3.0 and 2.0. |
Other Details |
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Paper ID: IJSRDV6I100383 Published in: Volume : 6, Issue : 10 Publication Date: 01/01/2019 Page(s): 599-602 |
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