design & analysis of rectangular rcc overhead water …
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DESIGN & ANALYSIS OF RECTANGULAR RCC OVERHEAD WATER TANK
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Data:
Size of water Tank 4.0m x4.0m x2.0m
Height of water tank from GL =8.0m
Water tank wall thickness =180mm
Size of column = 300 x 300 mm
Bracing beam =300 x 350mm
Concrete grade M30
Steel Fe 415 grade
1.Creation of Geometry :
File New Project Select Space Unit : Length =meters;
Force=KN; File Name=RCC overhead tank Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Bay frame and
double click on it.
Length X=4m No. bays =1
Height Y=10m No. of bays =3 click Bay 1=4m Bay2=4m Bay3=2m;
Width Z=4m No. bays=1
Apply Transfer model Click Yes Go to Front view icon (first view)
Select tank portion for surface modeling.
Isometric view Select surface meshing Quadrilateral meshing OK
Division=10 Apply . Do first bottom, side 1, side 2, side 3 and side 4. To
remove all beam elements, Select the tank portion except bottom of tank
Delete80 beams & associated Physical beams (if any) will be deletedOk.
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Fig.1 Isometric view of the model
2. Member Properties :
Click General Define Rectangle YD=0.3m ZD=0.30m (column)
Add. YD=0.35m ZD=0.30m (Beams at top and bracing) Add Thickness Node
1 to 4 =0.18mAddClose.
High light column size 0.3 x 0.3 and select column portion by windowing
Assign to selected beam Assign Yes. High light beam size
0.35 x 0.30 and select tank bottom beam and tank middle bracing beam
Assign to selected beam Assign Yes. High light thickness and select tank
portion Assign to selected beam Assign Yes Close. De select the
member.
3.Supports :
Front view Click SupportCreate Fixed Add Click support 2 and bottom
most nodes of tank Assign to selected node AssignYes Close.
De select the nodes and change to beam cursor.
4. Loading :
Click Load & Definitions Click Load case details Add. Primary Number 1:
Loading type: none Title : load case 1 Add Close.
Click Load case 1Add.
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For Bottom plate:
Click plate loads Pressure on full plate Pressure =-20 GYSelect
bottom plate of tank portion Assign to selected plates AssignYes .
Fig. 2 Bottom plate chosen
Fig. 3 Orientation of various sides of Plates
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Left side wall:
Load case details Add.
Click plate loads Hydrostatic Select plates select left side plates
Done. W1 =-20 W2=-0.001 Y Local Z Add close.
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Fig. 4 & 5 Left side plate chosen
Fig. 6 Left side plate load application
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Fig. 7 Left side hydrostatic pressure diagram
Right side wall:
Load case details Add.
Click plate loads Hydrostatic Select plates Select right side plates Done.
W1 = 20 W2=0.001 Y Local Z Add Close.
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Fig. 8 Right side plate chosen
Fig. 9 Rightside plate load application
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Fig. 10 Rightside plate hydrostatic pressure application
Back side wall:
Load case details Add.
Click plate loads Hydrostatic Select plates select rear side wall plate Done.
W1 =- 20 W2= 0.001 Y Local Z Add Close.
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Fig. 11 Back or rear side plate selection
Fig. 12 Rearside plate load application
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Front side wall:
Load case details Add.
Click plate loads Hydrostatic Select plates Select front side wall plate
Done. W1=- 20 W2= 0.001 Y Local Z Add Close.
Fig. 13 Frontside plate selection in top view
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Fig. 14 Frontside plate hydrostatic load application
5. Analysis Type :
Click Analysis/print No print Add. Click post print Define commands
Analysis Results Add Close. Save the file before run the Analysis.
6. Analysis :
From Main Menu ` Analysis Run Analysis Done.
7. Result :
Go to post processing mode.
Click deflection and see the deflection Diagram.
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Fig.15 Deflection diagram in top view
Fig. 16 Deflection diagram
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Fig. 17 Front view deflection diagram
ResultsPlate Stress contour Loads & Results Load case: Load case 1
Stress type: Mx (local) Ok.
Fig. 18 BMD Mx top view
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ResultsPlate Stress contour Loads & Results Load case: Load case 1
Stress type: My(local) Ok.
Fig. 19 Stress contour My (local)
ResultsPlate Stress contour Loads & Results Load case: Load case 1
Stress type: Max. Von Mis.Ok.
Fig. 20 Max Von Mises
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Fig. 21 Von mises Isometric view
ResultsPlate Stress contour Loads & Results Load case: Load case 1
Stress type: Max. Absolute Ok.
Fig. 22 Max Absolute
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Fig. 23 Max Absolute top view
Fig. 24 Max BMD in plates
Maximum BMD Right click Plate stress contour Table.
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Fig. 25 Max BMD
Fig. 26 Plate stress contour table
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Fig. 27 Summary