Dane:
P = 20 kN
M = 30 kNm
q = 5 kN/m
L = 3 m
E = 2 * 10
5
MPa
J = 1000000 cm
4
Szukane:
Obliczyć przemieszczenie w punkcie C.
Rozwiązanie:
Σ
M
F
= V
A
*7L – q*2L*6L – P*4L – M – q*2L*L
V
A
= (14q*L
2
+ 4P*L + M)/7L
M(x) = V
A
*x – ½*q * x
2
AF
+ ½*q*(x-2L)
2
BF
– P*(x-3L)
CF
– M*(x-4L)
0
DF
–
- ½*q*(x-5L)
2
EF
EJ*w
’’
= - M(x)
EJ*w
’’
= - V
A
*x + ½*q * x
2
AF
- ½*q*(x - 2L)
2
BF
+ P*(x - 3L)
CF
+ M*(x - 4L)
0
DF
+
+ ½*q*(x - 5L)
2
EF
EJ*w
’
= C – ½*V
A
*x
2
+ 1/6*q * x
3
AF
– 1/6*q*(x - 2L)
3
BF
+ ½*P*(x –3 L)
2
CF
+
+ M*(x - 4L)
DF
+ 1/6*q*(x - 5L)
3
EF
EJ*w = D + C*x – 1/6*V
A
*x
3
+ 1/24*q * x
4
AF
– 1/24*q*(x - 2L)
4
BF
+
1/6*P*(x –3 L)
3
CF
+ ½*M*(x - 4L)
2
DF
+ 1/24*q*(x - 5L)
4
EF
warunki brzegowe:
1. x = 0 ⇒ w =0
2. x = 7L ⇒ w =0
z 1.
D = 0
z 2. w(7L) = 0
0 = C*7L – 1/6*V
A
*(7L)
3
– 1/24*q*(7L – 2L)
4
+1/6*P*(7L-3L)
3
+ ½*M*(7L – 4L)
2
+
+ 1/24*q*(7L – 5L)
4
C = 343/42*V
A
*L
2
+ 625/168*q*L
3
– 64/42*P*L
2
– 8/7*M*L – 2/21*q*L
3
w(x) = 1/EJ * [(343/42*V
A
*L
2
+ 625/168*q*L
3
–64/42*P*L
2
– 8/7*M*L – 2/21*q*L
3
)*x –
1/6*V
A
*x
3
+ 1/24*q*x
4
AF
– 1/24*q*(x – 2L)
4
BF
+ 1/6*P*(x – 3L)
3
CF
+
+ ½*M*(x – 4L)
2
DF
+ 1/24*q*(x – 5L)
4
EF
w(9m) = 1/(2*10
8
*0,01) * [(343/42*42,857*3
2
+ 625/168*5*3
3
– 64/42*20*3
2
– 8/7*30*3 –
2/21*5*3
3
) * 9 – 1/6*42,857*9
3
+ 1/24*5*9
4
– 1/24*5*(9 – 2*3)
4
]
w(9m) = 0,0128m = 1,28cm = 12,8mm