5.1 through 5.9 Locate the centroid of the plane area shown. 30 mm 20 mm 30 mm 300 mm 36 mm -12 in: 21 in. 15 in. 24 mm 240 mm 5.1 Fig. P5.2 Fig. P5.3 6 in. 8 in, 6 in. 6 in. 8 in. 120 mm r= 4 in. r = 75 mm 12 in. 6 in. 5.4 Fig. P5.5 Fig. P5.6 20 in

Structural Analysis
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Chapter2: Loads On Structures
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PROBLEMS
5.1 through 5.9 Locate the centroid of the plane area shown.
y
30 mm
20 mm
30 mm
300 mm
36 mm
+12 in.→ 21 in.
30 mm
15 in.
24 mm
240 mm
Fig. P5.1
Fig. P5.2
Fig. P5.3
6 in.
8 in.
y
6 in.
- 6 in.
8 in.
3 in.
120 mm
r = 4 in.
r = 75 mm
12 in.
6 in.
6 in.
Fig. P5.4
Fig. P5.5
Fig. P5.6
20 in.
r =/15 in.
60 mm
r = 38 in.
30 in.
16 in.
60 mm
20 in.
E 30 in.
Fig. P5.7
Fig. P5.8
Fig. P5.9
232
14 of 15
||
Transcribed Image Text:ll 16% 4G 6:55 CH.5.pdf.pdf - Read-only Sign in to edit and save changes to this file. PROBLEMS 5.1 through 5.9 Locate the centroid of the plane area shown. y 30 mm 20 mm 30 mm 300 mm 36 mm +12 in.→ 21 in. 30 mm 15 in. 24 mm 240 mm Fig. P5.1 Fig. P5.2 Fig. P5.3 6 in. 8 in. y 6 in. - 6 in. 8 in. 3 in. 120 mm r = 4 in. r = 75 mm 12 in. 6 in. 6 in. Fig. P5.4 Fig. P5.5 Fig. P5.6 20 in. r =/15 in. 60 mm r = 38 in. 30 in. 16 in. 60 mm 20 in. E 30 in. Fig. P5.7 Fig. P5.8 Fig. P5.9 232 14 of 15 ||
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