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Mathcad - krata3t

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Obliczenie naprężeń<br />

σ e :=<br />

( ) ⋅ Lx e<br />

E<br />

( L e ) 2 ⋅ ⎡ u 2 ⋅ Wke<br />

− u<br />

⎣ −1<br />

2 ⋅ Wpe −1<br />

+ ( u 2 ⋅ Wke<br />

− u 2 ⋅ Wpe ) ⋅ Ly e<br />

⎤<br />

⎦<br />

−<br />

α t ⋅ T e<br />

⋅ E<br />

80<br />

1<br />

60<br />

σ =<br />

1<br />

2<br />

3<br />

4<br />

5<br />

6<br />

7<br />

8<br />

-7.735<br />

28.652<br />

19.343<br />

-40.653<br />

40.653<br />

68.990<br />

-109.753<br />

-58.630<br />

⋅ MPa<br />

σ e<br />

MPa<br />

40<br />

20<br />

0<br />

− 20<br />

− 40<br />

− 60<br />

− 80<br />

− 100<br />

− 120<br />

0 1 2 3 4 5 6 7 8 9<br />

e

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