Based on the graph, what is the best shape to lower the force acting ? Circle or rectangular? Make a conclusion about the graph.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Based on the graph, what is the best shape to lower the force acting ? Circle or rectangular? Make a conclusion about the graph.
Calibri
11
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General
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Center of gravity Diagonal Depth centero iagonal Depth center of pres
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The effect of Centre of Centroid and YR-YC
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VR:Vc
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5.77
5.9467
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11.55
11.6336
0.08660
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28.87
28.9022
0.03464
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30
34.64
34.6699
0.02887
15
D06
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0.04
17
18
19
10
15
20
25
30
35
20
21
22
23
24
25
CIRCULAR
FECTANGULAR
SQUARE
Transcribed Image Text:Calibri 11 Wrap Text General 2X Delete Paste EEE - E E E Merge & Center Conditional Format as Cell Sort 8 Find & B - % 9. Table s Format- Ideas Sensitivity Formatting Styles Filter Select Chipboard Font Alignment Number Styles Cells Editing Ideas Sensitwity B2 fa D E G K M 3 4. 6. Colum Colum Center of gravity Diagonal Depth centero iagonal Depth center of pres Different 7 hc The effect of Centre of Centroid and YR-YC YR VR-Yc VR:Vc 0.2 5 5.77 5.9467 0.17321 018 10 3 10 11.55 11.6336 0.08660 0.16 11 4 15 17.32 17.3782 0.05774 0.14 12 20 23.09 23.1373 0.04330 012 13 25 28.87 28.9022 0.03464 0.1 14 30 34.64 34.6699 0.02887 15 D06 16 0.04 17 18 19 10 15 20 25 30 35 20 21 22 23 24 25 CIRCULAR FECTANGULAR SQUARE
Chpboard s
Font
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Number
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1
4.
5.7700
6.0044
0.2309
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10
11.5500
11.6625
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6.
4.
15
17.3200
17.3975
0.0770
7
20
23.0900
23,1517
0.0577
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8
25
28.8700
28.9137
0.0462
9
30
34.6400
34.6795
0.0385
0.1
10
11
0.05
12
13
14
20.00 25.00
30.00
35.00
0.00
5.00
10.00
15.00
40.00
15
16
17
18
19
20
21
22
23
24
CIRCULAR
RECTANGULAR
(+
SOUARE
Transcribed Image Text:Chpboard s Font Alignment Number Styles Cells Editing Ideas Sensi F20 X4 fax E F G H K M 1 Colum- Center of gravit Diagonal Depth centeroid Diagonal Depth center of pressure Different The effect of Centre of Centroid and YR-YC hc YR yR ye 0.25 3 1 4. 5.7700 6.0044 0.2309 5 3. 10 11.5500 11.6625 0.2 0.1155 6. 4. 15 17.3200 17.3975 0.0770 7 20 23.0900 23,1517 0.0577 0.15 8 25 28.8700 28.9137 0.0462 9 30 34.6400 34.6795 0.0385 0.1 10 11 0.05 12 13 14 20.00 25.00 30.00 35.00 0.00 5.00 10.00 15.00 40.00 15 16 17 18 19 20 21 22 23 24 CIRCULAR RECTANGULAR (+ SOUARE
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