12 Comparisons Between R C C And Steel Hopper Designs Iaeme-Books Pdf

12 COMPARISONS BETWEEN R C C AND STEEL HOPPER DESIGNS IAEME
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Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. The material load is applied on the hopper side wall and the bottom conical portion and to analyze. the loads coming through the walls Further work can be done on more complicated designs and. come to conclusion as to which is more stable and economic under given conditions. Classification of Hopper, There are two distinctive types of flow of solids in Hopper namely Mass Flow and Expanded. There is also a combination of these two flows known as Expanded Flow Hoppers are. mainly used for protection and storage of powdered materials and designed as such to load and. unload easily The way the Hopper is designed affects how much of the stored material can discharge. and whether any dead space reduces the capacity of the storage. Design and Considerations of Hoppers, Ratholing piping Arching Doming Inadequate Irregular Flow Time Consolidation. Caking Segregation is being considered in our work. The structure of elevated hopper has been calculated taking considerations of wind load live. load dead load and seismic load The R C C and the steel frame designs has been designed with. respect to the load analysis result conforming to the latest IS Codal Provisions. Primary loading and load combination of Hopper, The primary loading of Hopper has been done in accordance with Dead load Live Load. Wind Load Material Load and Seismic Load, The performed Load calculations include. Dead Load Live Load Material Load, Dead Load Live Load Material load Wind Load.
Dead Load Live Load Material Load Seismic Load, Dead Load Wind Load. Dead Load Seismic Load, A 3D Model For Hopper Analysis. www iaeme com ijciet asp 115 editor iaeme com, Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. Calculation of Dead Load and Live Load, Application of Material Load. www iaeme com ijciet asp 116 editor iaeme com, Comparisons Between R C C and nd Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal.
Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. Application Of Wind Load, Application of Seismic Load. A Complete View of 3D Concrete Hopper, www iaeme com ijciet asp 117 editor iaeme com. Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. Maximum Moment Affecting Zone, Maximum Shear Force Affecting Zone. Grade of concrete M 25 Grade of steel fy fe 500, MOMENT FROM STAAD OUT PUT. HOPPER TOP PART HOPPER BOTTOM PART, VERTICAL HORIZONTAL VERTICAL HORIZONTAL.
MOMENT MOMENT MOMENT MOMENT, My Mx My Mx, KN m m KN m m KN m m KN m m. 5 00 10 00 5 000 10 00, HOPPER TOP PLATE, VERTICAL REINFORCEMENT. Depth of the Raft D 250 mm, Clear cover d 25 mm Bar diameter 12 mm. Effective depth d 219 mm, www iaeme com ijciet asp 118 editor iaeme com. Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. My bd2 5x1000000 1000x219 2 0 10, Pt 0 024 Pt provided 0 200.
Ast 0 2 100 x 1000 x 219 438 mm2, Provide 12 125 mm c c at bottom. Area of steel provided 904 8 mm2, Provide steel 41. HORIZONTAL REINFORCEMENT, Bar diameter 12 mm, Effective depth d 207 mm. Mx bd2 10x1000000 1000x207 2 0 23, Pt 0 054 Pt provided 0 200. Ast 0 2 100 x 1000 x 207 414 mm2, Provide 12 125 mm c c at bottom.
Area of steel provided 904 779 mm2, Pt provided 0 44. HOPPER BOTTOM PLATE, VERTICAL REINFORCEMENT, Depth of the Raft D 250 mm. Clear cover d 25 mm Bar diameter 12 mm, Effective depth d 219 mm. My bd 5x1000000 1000x219 2 0 10, Pt 0 024 Pt provided 0 200. Ast 0 2 100 x 1000 x 219 438 mm2, Provide 12 125 mm c c at top.
Area of steel provided 904 8 mm2, HORIZONTAL REINFORCEMENT. Bar diameter 12 mm, Effective depth d 207 mm, Mx bd 10x1000000 1000x207 2 0 23. Pt min 0 054 Pt provided 0 20, Ast 0 2 100 x 1000 x 207 414 mm2. Provide 12 125 mm c c at top, Area of steel provided 904 8 mm2. Check for Shear stress, Maximum shear stress vX 0 161 N mm2.
Permissible shear stress cX 0 40 OK From SP 16 table 61 for pt 0 44. Maximum shear stress vY 0 245 N mm2, Permissible shear stress cY 0 39 N mm2 OK. From SP 16 table 61 for pt 41, www iaeme com ijciet asp 119 editor iaeme com. Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. Steel Design Hopper, www iaeme com ijciet asp 120 editor iaeme com. Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. Maximum moment Affecting Zone, Maximum Shear force Affecting Zone. A 3D view of Steel Hopper, www iaeme com ijciet asp 121 editor iaeme com.
Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. SN No Description Concrete Structure Steel Structure. 2 5 2 5 0 40 1 75 X 1 75 X 0 40, Size Of Foundation Approx Concrete quantity for APPROX CONCRETE QTY. 4 FDN 10 0 Cu Cm FOR 4 FDN 5 0 CUM, TOTAL CONCRETE QTY TOTAL STEEL QTY. 37 CUM 17 TON, Quantity Of Material, 2 TOTAL REINF BAR QTY TOTAL CONCRETE QTY. 14 0 TON 7 5 CUM, Thickness Of Hopper Wall 250 MM 10 MM. Cost Estimate Of Structure 14 50 LAKHS 16 80 LAKHS. MORE DURABLE THAN LESS DURABLE THAN, Durability, 5 STEEL STRUCTURE CONCRETE STRUCTURE.
REPAIR WORK IN EASIER REPAIR WORK IS, 6 CHEAPER COSTLIER. EASY TO RELOCATE THE, RELOCATION IS NOT, Relocation of Structure STRUCTURE AS PER. 7 POSSIBLE, REQUIREMENT, Detailed Comparison between RCC and Steel Hoppers. CONCLUSION, Thickness Of hopper is 250 mm for RCC hopper and it has got more dead weight and. whereas the thickness of steel hopper slab is 10 mm as a matter of which the dead weight is much. less Overall expense is higher in steel hopper in comparison to RCC Hopper The RCC hoppers are. more stable and durable The steel hoppers are easy to relocate cost effective for long usage and. basically suitable in mining areas, www iaeme com ijciet asp 122 editor iaeme com.
Comparisons Between R C C and Steel Hopper Designs Riya Dey Abhirup Bhattacharjee Journal. Impact Factor 2015 9 1215 Calculated by GISI www jifactor com. REFERENCES, 1 Indian standard Codes of 456 1893 Part II 875 800. 2 AISC 360 05, 3 Bridging the rheologyog granular flows Sebastian chivalo Jin Sun Sankaran sundareasan. American Pysical Soceity, 4 Quantity Estimation Modeling of hr rice plant hopper infestation area on rice stems based on. 2D Wavelet packet transform and corner detection algorithm Elsevier Science Publishers. Zhiyan Zhou Ying Zang Menglu Yan Xiwen Luo, 5 Near field 3D CFD modeling of over flow Plumes. 6 Finite elment Analysis of a Stiffened Steel Silo International Journal of Civil and Structural. Engg Research, 7 Sohel Ahmed Quadri and Mangulkar Madhuri N Investigation of The Critical Direction of.
Seismic Force For The Analysis of R C C Frames International Journal of Civil Engineering. Technology IJCIET Volume 5 Issue 6 2012 pp 10 15 ISSN Print 0976 6308 ISSN. Online 0976 6316, 8 Dr B Ramesh Babu Neural Network Model For Design of One Way R C C Slabs. International Journal of Civil Engineering Technology IJCIET Volume 5 Issue 3 2014. pp 71 76 ISSN Print 0976 6308 ISSN Online 0976 6316. 9 Dr B Ramesh Babu Neural Network Model For Design of One Way R C C Slabs Using. Ga Bpn International Journal of Civil Engineering Technology IJCIET Volume 5 Issue. 3 2014 pp 100 106 ISSN Print 0976 6308 ISSN Online 0976 6316. Steel Design Hopper whereas the thickness of steel hopper slab is 10 mm as a matter of which the dead weight is much less

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