Решение задач в Excel на VBA. Применение программных средств в проектировании автомобильных конструкций. Калядин В.И. - 29 стр.

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Варианты заданий
Таблица 1.1
)x(f
2
21
xcxc
3
3
xc
;
]9,0[x
.
)x(f
1
c
xcxc /
32
;
]9,1[x
вар.2
вар.3
вар.4
вар.5
вар.6
вар.7
вар.8
вар.9
вар10
i
x
i
y
i
y
i
y
i
y
i
y
i
x
i
y
i
y
i
y
i
y
i
y
1.0
2.0
0.0
-1.0
-1.0
1.0
2.0
4.0
-1.0
3.0
-1.0
2.0
3.5
0.0
-1.5
-1.0
2.0
3.5
2.0
1.0
1.0
1.0
3.0
3.0
1.0
-1.0
0.5
3.0
3.0
2.0
2.0
0.5
2.0
4.0
3.5
2.5
0.0
0.0
4.0
3.5
1.0
2.0
2.0
1.0
5.0
3.0
2.0
0.0
1.5
5.0
3.0
1.0
2.5
2.5
1.5
6.0
2.5
2.0
0.5
2.5
6.0
2.5
0.5
3.0
2.0
1.0
7.0
2.5
1.0
2.0
2.0
7.0
2.5
1.0
2.5
3.0
0.5
8.0
1.5
0.0
2.5
1.0
8.0
1.5
0.5
3.0
4.0
0.0
9.0
1.0
0.5
4.0
0.0
9.0
1.0
0.0
3.0
4.0
0.0
)x(f
2
21
xcc
4
3
xc
;
]9,0[x
.
)x(f
1
c
3
32
xcxc
;
]9,0[x
вар12
вар13
вар14
вар15
вар16
вар17
вар18
вар19
вар20
i
x
i
y
i
y
i
y
i
y
i
y
i
x
i
y
i
y
i
y
i
y
i
y
1.0
3.0
4.0
3.0
0.0
1.0
3.0
1.0
2.5
1.0
4.0
2.0
3.0
4.0
3.0
0.0
2.0
3.0
2.0
3.0
1.0
3.0
3.0
2.0
3.5
2.0
0.5
3.0
3.0
2.5
3.0
1.5
2.0
4.0
2.0
3.5
2.0
1.0
4.0
2.5
3.0
2.5
2.0
1.5
5.0
1.5
3.0
1.0
1.0
5.0
2.0
2.5
2.0
2.0
2.0
6.0
1.0
3.0
0.5
1.5
6.0
2.0
2.0
2.0
3.0
2.0
7.0
1.0
2.0
0.5
2.5
7.0
1.0
1.5
1.5
4.0
2.5
8.0
2.0
1.0
0.0
3.0
8.0
1.0
1.0
1.5
4.5
3.0
9.0
2.5
1.0
-0.5
3.0
9.0
0.0
0.0
1.0
5.5
3.5
Варианты заданий
                                                                                  Таблица 1.1
 f ( x )  c1x  c2 x2  c3 x3 ; x [0,9] .     f ( x )  c1  c2 x  c3 / x ; x [1,9]
       вар.1   вар.2   вар.3   вар.4    вар.5             вар.6   вар.7   вар.8   вар.9   вар10
         yi      yi      yi      yi      yi                 yi      yi      yi      yi     yi
 xi                                               xi
1.0     1.0     2.0     0.0     -1.0    -1.0     1.0       2.0     4.0     -1.0    3.0    -1.0
2.0     2.0     3.5     0.0     -1.5    -1.0     2.0       3.5     2.0     1.0     1.0     1.0
3.0     2.0     3.0     1.0     -1.0     0.5     3.0       3.0     2.0     2.0     0.5     2.0
4.0     2.5     3.5     2.5     0.0      0.0     4.0       3.5     1.0     2.0     2.0     1.0
5.0     2.0     3.0     2.0     0.0      1.5     5.0       3.0     1.0     2.5     2.5     1.5
6.0     2.5     2.5     2.0     0.5      2.5     6.0       2.5     0.5     3.0     2.0     1.0
7.0     3.5     2.5     1.0     2.0      2.0     7.0       2.5     1.0     2.5     3.0     0.5
8.0     3.5     1.5     0.0     2.5      1.0     8.0       1.5     0.5     3.0     4.0     0.0
9.0     4.5     1.0     0.5     4.0      0.0     9.0       1.0     0.0     3.0     4.0     0.0




 f ( x )  c1  c2 x2  c3 x 4 ; x [0,9] .     f ( x )  c1  c2 x  c3 x3 ; x [0,9]
      вар11    вар12   вар13    вар14   вар15             вар16   вар17   вар18   вар19   вар20

xi     yi       yi       yi       yi       yi        xi    yi      yi      yi      yi      yi

1.0    0.0      3.0      4.0     3.0      0.0     1.0      3.0     1.0     2.5     1.0     4.0
2.0    0.0      3.0      4.0     3.0      0.0     2.0      3.0     2.0     3.0     1.0     3.0
3.0    1.0      2.0      3.5     2.0      0.5     3.0      3.0     2.5     3.0     1.5     2.0
4.0    1.5      2.0      3.5     2.0      1.0     4.0      2.5     3.0     2.5     2.0     1.5
5.0    2.0      1.5      3.0     1.0      1.0     5.0      2.0     2.5     2.0     2.0     2.0
6.0    1.5      1.0      3.0     0.5      1.5     6.0      2.0     2.0     2.0     3.0     2.0
7.0    1.5      1.0      2.0     0.5      2.5     7.0      1.0     1.5     1.5     4.0     2.5
8.0    0.5      2.0      1.0     0.0      3.0     8.0      1.0     1.0     1.5     4.5     3.0
9.0    0.0      2.5      1.0     -0.5     3.0     9.0      0.0     0.0     1.0     5.5     3.5




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