A detailed analytical and numerical study on the different type of silos was conducted to evaluate the existing weight computation events plus design methodologies. Silo height, width and unit heaviness of store materials be the parameters of the study. Next is a number of the key answer of the study. A careful selection of storage tower geometry plays an important role as deeper silos results inside senior values of lateral forces acquire thicker silo walls in addition to deep basis for the column or battlements The investigative modus operandi intended for the computation of load has known the analysis results very close to so as to of their Staad modelling values given by the computer.
In general, the computer results for the analysis and design are very close to the analytical values. However, minor difference in instant and tangential forces was found in the middle of processor and logical values.
Practical strengthen silo designs in different country are usually very similar even if there is a wide discrepancy between the flow pressures, aspect ratio, loadings distinct by different codes.
In addition, for hoppers the initial filling condition is generally critical, so the flow condition may affect the design slightly.
As per manual calculation of 1.5 depth pressure by using Janssen theory for static (filling) condition Max.ph = 52.32KN/mm2 and by software Max.ph = 53.96KN/mm2
Hence, it is seen that Janssen theory underestimates the pressure during filling and emptying situations.
Thickness required for hoop tension =0.3 mm
Corrosion allowance=3mm
Hence, total thickness =3.3mm so that, Provide thickness of plate=8mm. for given case study.
Actual ratio is less than 1 for each member hence all members are safe for given case study.
From the psychoanalysis of the all types of structure and discussing the all results, the following conclusion has-been drawn which are presenting in below
It is concluded that the, by collecting information of several literatures it is clear that there is an opportunity to improve the quality of structure.
It is also finished that the for-steel silo arrangement while increasing thickness of cover is reduce the dislocation as well von-mises also be decrease of all type of understanding well deliberate in this work, other than as per sensibly end of view, add two of plate thickness add to the cost.
The main benefit of the steel silo structure as compared to concrete silo, if due to any type of the failure occurrence in the structure, the steel silo can be reinstalled by means of less time and cost as compared to real silo Structure since of steel silo is cheaper as contrast to real silo structure.