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Equilibre d’un corps solide soumis à deux
forces

.1
.2

.I




300
4.0

250
3.5

200
3.0

150
2.5

100
2.0

50
1.5

0
1

P=T
3.0
3.0

2.5
2.5

2.0
2.0

1.5
1.5

m (g)
l (cm)

(S)
1.0
1.0

0.5
0.5

0
0

T (N)
∆l (cm)

.1
.2
.3
T = K.∆l

K

.II

∆l

T

.1

∆l
T = K.∆l

N.m-1

(S.I)

K
T = K.∆l


(S)
T2 = 1.4N

.1
T1 = 2N
Fa = T1 – T2 = 0.6N

(S)

.2
V = 58cm3 (S)
Pliquide = ρ.V.g
Fa ≈ Pliquide

V
Pliquide = 0.58N

.III
.1

.2





F = ρ.V.g
Kg.m-3
m3
N.Kg-1

ρ
V
g

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توازن جسم صلب خاضع لقوتين

  • 1. Equilibre d’un corps solide soumis à deux forces  .1 .2 .I    300 4.0 250 3.5 200 3.0 150 2.5 100 2.0 50 1.5 0 1 P=T 3.0 3.0 2.5 2.5 2.0 2.0 1.5 1.5 m (g) l (cm) (S) 1.0 1.0 0.5 0.5 0 0 T (N) ∆l (cm) .1 .2
  • 2. .3 T = K.∆l K .II ∆l T .1 ∆l T = K.∆l N.m-1 (S.I) K T = K.∆l  (S) T2 = 1.4N .1 T1 = 2N Fa = T1 – T2 = 0.6N (S) .2
  • 3. V = 58cm3 (S) Pliquide = ρ.V.g Fa ≈ Pliquide V Pliquide = 0.58N .III .1 .2     F = ρ.V.g Kg.m-3 m3 N.Kg-1 ρ V g