1. 塀 犖 F 4 犖 10
40204 犖 犖 F 10
( 犖F )
犖 6 15
犖 10 F F F F
F 犖 F
1. 犖 F 60 cm2 F 600 犖 F 1 F F
F 犖 F 1 F F犖 .
犖. 1.2 N.m . 2.4 N.m . 3.6 N.m . 6.0 N.m
2. 犖 100 F 犖 0.1 m F F 犖2
60 犖 F 犖 F 犖 F F犖
F F 22.44 N.m 犖 F
犖. 1.74 A . 7.14 A . 4.17 A . 0.174 A
3. 4 x 4 10 F
F 犖 0.5 F 犖
F 犖 F犖 5 F F F F 犖 .
犖. 0 . 0.01 . 0.04 . 100
4. F 4 100 犖 F 10 F
F 犖 2x10-2 F F F 60
犖 F 犖
犖. 0.8 x 10-2 N.m . 1.6 x 10-2 N.m . 2.4 x 10-2 N.m . 3.2 x 10-2 N.m
5. F 犖 100 400 犖 F 0.2
F F F 犖 0.5
犖. 0.2 N.m . 0.24 N.m . 0.32 N.m . 0.4 N.m
2. 6. F F
1. 犖 F F 犖 F F 犖 犖 F犖
F 犖F
2. F F F F F
3. 犖 F F 犖F F犖 犖
F 犖 F
犖. F 1 2 . F 1 3 . F 2 3 . F 1,2 3
7. 犖 F F F犖
犖. .
. F 犖 .
8. 犖 F
1. 犖 2. F 犖F 3. F
F 犖 F
犖. F 1 2 . F 1 3 . F 2 3 . F 1,2 3
9. F犖
1. 犖 2. 犖
F 犖 F
犖. F 1 F . F 2 F . F 1 F 2 . F
10. F F
1. F 犖 F 犖 F犖
2. F F 犖 F F F F
3. F犖 犖F
F 犖 F
犖. F 1 2 . F 1 3 . F 2 3 . F 1,2 3