ditionh 2.5 kg 5 kg

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© 2004 The McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: Dynamics Seventh Edition 1 - 38 예제 6.3 250 mm 150 mm 5 kg 2.5 kg

Transcript of ditionh 2.5 kg 5 kg

© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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예제 6.3

250 m m

150 m m

5 kg

2.5 kg

© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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T2

T1

T2

T1

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Vector Mechanics for Engineers: Dynamics

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T2

T1

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Vector Mechanics for Engineers: Dynamics

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예제 6.4

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Vector Mechanics for Engineers: Dynamics

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예제 6.4

© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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6.9 구속된평면운동

© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

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© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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구름운동

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Vector Mechanics for Engineers: Dynamics

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© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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예제 6.8

© 2004 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

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예제 6.8

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Vector Mechanics for Engineers: Dynamics

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예제 6.8

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Vector Mechanics for Engineers: Dynamics

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예제 6.8

30o

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Vector Mechanics for Engineers: Dynamics

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예제 6.8

30o

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Vector Mechanics for Engineers: Dynamics

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예제 6.8

30o

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Vector Mechanics for Engineers: Dynamics

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예제 6.9

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Vector Mechanics for Engineers: Dynamics

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예제 6.9

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Vector Mechanics for Engineers: Dynamics

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예제 6.9

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Vector Mechanics for Engineers: Dynamics

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예제 6.9

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Vector Mechanics for Engineers: Dynamics

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문제 5.130

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Vector Mechanics for Engineers: Dynamics

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ED

vD

vB

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DE

2 rED

DE

rED

=0

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AB

AB

AB

rAB

AB

2 rAB

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BD

BD

rBD

BD

2 rBD

= 0

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