|
|
Проектирование сборных железобетонных элементов каркаса одноэтажного промышленного здания
|
Типы
нагрузок
|
|
Номер
строки
|
Номер
узла
или
элем.
|
Вид
нагрузки
|
Направление
нагрузки
|
Номер
нагрузки
|
Номер
нагру-
жения
|
|
1
|
3
|
0
|
5
|
1
|
1
|
|
2
|
3
|
0
|
3
|
5
|
1
|
|
3
|
7
|
0
|
5
|
2
|
1
|
|
4
|
7
|
0
|
3
|
5
|
1
|
|
5
|
2
|
0
|
5
|
3
|
1
|
|
6
|
2
|
0
|
3
|
6
|
1
|
|
7
|
8
|
0
|
5
|
4
|
1
|
|
8
|
8
|
0
|
3
|
6
|
1
|
|
9
|
4
|
0
|
3
|
7
|
1
|
|
10
|
5
|
0
|
3
|
8
|
1
|
|
11
|
3
|
0
|
3
|
13
|
2
|
|
12
|
3
|
0
|
5
|
10
|
2
|
|
13
|
7
|
0
|
3
|
13
|
2
|
|
14
|
7
|
0
|
5
|
9
|
2
|
|
15
|
2
|
0
|
5
|
12
|
2
|
|
16
|
8
|
0
|
5
|
11
|
2
|
|
17
|
4
|
0
|
3
|
14
|
2
|
|
18
|
3
|
0
|
1
|
17
|
3
|
|
19
|
1
|
16
|
1
|
15
|
3
|
|
20
|
2
|
16
|
1
|
15
|
3
|
|
21
|
7
|
16
|
1
|
16
|
3
|
|
22
|
8
|
16
|
1
|
16
|
3
|
|
23
|
2
|
0
|
3
|
18
|
4
|
|
24
|
2
|
0
|
5
|
19
|
4
|
|
25
|
5
|
0
|
3
|
20
|
4
|
|
26
|
5
|
0
|
5
|
21
|
4
|
|
27
|
2
|
0
|
3
|
20
|
5
|
|
28
|
2
|
0
|
5
|
22
|
5
|
|
29
|
5
|
0
|
3
|
18
|
5
|
|
30
|
5
|
0
|
5
|
23
|
5
|
|
31
|
5
|
0
|
3
|
24
|
6
|
|
32
|
2
|
0
|
3
|
20
|
6
|
|
33
|
2
|
0
|
5
|
22
|
6
|
|
34
|
8
|
0
|
3
|
20
|
6
|
|
35
|
8
|
0
|
5
|
25
|
6
|
|
36
|
2
|
0
|
1
|
26
|
7
|
|
37
|
5
|
0
|
1
|
26
|
8
|
|
Величины
нагрузок
|
|
Номер
нагрузки
|
Величины
|
|
1
|
-64,53
|
|
2
|
64,53
|
|
3
|
165,
|
|
4
|
-165,
|
|
5
|
549,1
|
|
6
|
357,7
|
|
7
|
1032,3
|
|
8
|
340,8
|
|
9
|
32,3
|
|
10
|
-32,3
|
|
11
|
-51,7
|
|
12
|
51,7
|
|
13
|
258,
|
|
14
|
516,
|
|
15
|
-3,3
|
|
16
|
-2,1
|
|
17
|
-18,5
|
|
18
|
925,6
|
|
19
|
-426,8
|
|
20
|
168,3
|
|
21
|
126,3
|
|
22
|
-84,2
|
|
23
|
694,2
|
|
24
|
1524,6
|
|
25
|
84,2
|
|
26
|
-27,1
|
|
Условия
примыкания
|
|
Номер
строки
|
Номер
элемента
|
Порядковый
номер узла
|
Тип шарнира
|
|
1
|
3
|
1
|
5
|
|
2
|
6
|
1
|
5
|
|
3
|
3
|
2
|
5
|
|
4
|
6
|
2
|
5
|
|
Жесткости
|
|
Тип
жесткости
|
Характеристики
|
|
1
|
Вычисленные жесткостные
характеристики: EF=10800809,3 EIY=225016,844 EIZ=324024,2 GKR=185613,9
GFY=3600269,68 GFZ=3600269,68
Размеры ядра сечения: Y1=,099999
Y2=,099999 Z1=,083333 Z2=,083333
Плотность: ro=24,524999
Прямоугольник: b=59,99999 h=50,
|
|
2
|
Вычисленные жесткостные
характеристики: EF=18001348,9 EIY=375028,102 EIZ=1500112, GKR=424031,7
GFY=6000449,62 GFZ=6000449,62
Размеры ядра сечения: Y1=,166666
Y2=,166666 Z1=,083333 Z2=,083333
Плотность: ro=24,524999
Прямоугольник: b=100, h=50,
|
|
3
|
Тип конечного элемента: 2
Заданные жесткостные
характеристики: 1000000, 10000000,
Коэффициент Пуассона: nu=0,
|
|
Загружения
|
|
Номер
|
Наименование
|
|
1
|
постоянная
|
|
2
|
снеговая
|
|
3
|
ветровая
|
|
4
|
кран слева
|
|
5
|
крановая справа
|
|
6
|
краны центр
|
|
7
|
торможение слева
|
|
8
|
торможение справа
|
|
Максимальные
усилия элементов расчетной схемы, kН, м
|
|
Наиме-
нование
|
MAX+
|
MAX-
|
|
|
Значение
|
Номер
эл-та
|
Номер
сече-
ния
|
Номер
загру-
жения
|
Значение
|
Номер
эл-та
|
Номер
сече-
ния
|
Номер
загру-
жения
|
|
N
|
22,8279
|
6
|
3
|
5
|
-1524,6
|
5
|
3
|
6
|
|
M
|
463,21
|
5
|
1
|
5
|
-268,058
|
1
|
1
|
5
|
|
Q
|
36,3631
|
2
|
3
|
4
|
-54,9976
|
5
|
3
|
5
|
|
Усилия
и напряжения элементов, kН, м
|
|
Номер
эл-та
|
Номер
сечен.
|
Номер
загруж.
|
Усилия
и напряжения
|
|
|
|
|
N
|
M
|
Q
|
|
1
|
1
|
1
|
-906,799
|
-163,94969
|
-6,08861
|
|
|
|
2
|
-258,
|
-7,11284
|
-1,12211
|
|
|
|
3
|
0,
|
201,657
|
-36,4614
|
|
|
|
4
|
-925,599
|
28,6236
|
36,3631
|
|
|
|
5
|
-168,3
|
-268,058
|
32,1697
|
|
|
|
6
|
-168,3
|
-18,0927
|
9,3418
|
|
|
|
7
|
0,
|
97,6364
|
-19,311
|
|
|
|
8
|
0,
|
42,9588
|
-3,92318
|
|
|
2
|
1
|
-906,799
|
-150,6237
|
-6,08861
|
|
|
|
2
|
-258,
|
-10,8999
|
-1,12211
|
|
|
|
3
|
0,
|
97,3197
|
-25,3351
|
|
|
|
4
|
-925,599
|
151,349
|
36,3631
|
|
|
|
5
|
-168,3
|
-159,485
|
32,1697
|
|
|
|
6
|
-168,3
|
13,4358
|
9,3418
|
|
|
|
7
|
0,
|
32,4615
|
-19,311
|
|
|
|
8
|
0,
|
29,7181
|
-3,92318
|
|
|
3
|
1
|
-906,799
|
-124,2978
|
6,08861
|
|
|
|
2
|
-258,
|
-14,6871
|
-1,12211
|
|
|
|
3
|
0,
|
30,5707
|
-14,2087
|
|
|
|
4
|
-925,599
|
274,074
|
36,3631
|
|
|
|
5
|
-168,3
|
-50,9128
|
32,1697
|
|
|
|
6
|
-168,3
|
44,9644
|
9,3418
|
|
|
|
7
|
0,
|
-32,7134
|
-19,311
|
|
|
|
8
|
0,
|
16,4773
|
-3,92318
|
|
2
|
1
|
1
|
-549,099
|
-42,702
|
6,08861
|
|
|
|
2
|
-258,
|
37,0128
|
-1,12211
|
|
|
|
3
|
0,
|
30,5707
|
-14,1948
|
|
|
|
4
|
0,
|
-152,725
|
36,3631
|
|
|
|
5
|
0,
|
-135,112
|
32,1697
|
|
|
|
6
|
0,
|
-39,2355
|
9,3418
|
|
|
|
7
|
0,
|
-32,7134
|
7,7889
|
|
|
|
8
|
0,
|
16,4773
|
-3,92318
|
|
|
2
|
1
|
-549,099
|
83,616
|
-9,08861
|
|
|
|
2
|
-258,
|
34,6564
|
-1,12211
|
|
|
|
3
|
0,
|
8,00886
|
-7,27181
|
|
|
|
4
|
0,
|
-76,3625
|
36,3631
|
|
|
|
5
|
0,
|
-67,5564
|
32,1697
|
|
|
|
6
|
0,
|
-19,6177
|
9,3418
|
|
|
|
7
|
0,
|
-16,3567
|
7,7889
|
|
|
|
8
|
0,
|
8,23869
|
-3,92318
|
|
|
3
|
1
|
-549,099
|
64,53
|
-9,08861
|
|
|
|
2
|
-258,
|
32,3
|
-1,12211
|
|
|
|
3
|
0,
|
0,
|
-,34874
|
|
|
|
4
|
0,
|
0,
|
36,3631
|
|
|
|
5
|
0,
|
0,
|
32,1697
|
|
|
|
6
|
0,
|
0,
|
9,3418
|
|
|
|
7
|
0,
|
0,
|
7,7889
|
|
|
|
8
|
0,
|
0,
|
-3,92318
|
|
3
|
1
|
1
|
9,08861
|
0,
|
0,
|
|
|
|
2
|
1,12211
|
0,
|
0,
|
|
|
|
3
|
-18,1512
|
0,
|
0,
|
|
|
|
4
|
-36,3631
|
0,
|
0,
|
|
|
|
5
|
-32,1697
|
0,
|
0,
|
|
|
|
6
|
-9,3418
|
0,
|
0,
|
|
|
|
7
|
-7,7889
|
0,
|
0,
|
|
|
|
8
|
3,92318
|
0,
|
0,
|
|
|
2
|
1
|
9,08861
|
0,
|
0,
|
|
|
|
2
|
1,12211
|
0,
|
0,
|
|
|
|
3
|
-18,1512
|
0,
|
0,
|
|
|
|
4
|
-36,3631
|
0,
|
0,
|
|
|
|
5
|
-32,1697
|
0,
|
0,
|
|
|
|
6
|
-9,3418
|
0,
|
0,
|
|
|
|
7
|
-7,7889
|
0,
|
0,
|
|
|
|
8
|
3,92318
|
0,
|
0,
|
|
|
3
|
1
|
9,08861
|
0,
|
0,
|
|
|
|
2
|
1,12211
|
0,
|
0,
|
|
|
|
3
|
-18,1512
|
0,
|
0,
|
|
|
|
4
|
-36,3631
|
0,
|
0,
|
|
|
|
5
|
-32,1697
|
0,
|
0,
|
|
|
|
6
|
-9,3418
|
0,
|
0,
|
|
|
|
7
|
-7,7889
|
0,
|
0,
|
|
|
|
8
|
3,92318
|
0,
|
0,
|
|
4
|
1
|
1
|
-1032,3
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
0,
|
-13,3266
|
|
|
|
4
|
0,
|
0,
|
-25,3737
|
|
|
|
5
|
0,
|
0,
|
-54,9976
|
|
|
|
6
|
0,
|
0,
|
0,
|
|
|
|
7
|
0,
|
0,
|
-3,92318
|
|
|
|
8
|
0,
|
0,
|
7,84637
|
|
|
2
|
1
|
-1032,3
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
-27,986
|
-13,3266
|
|
|
|
4
|
0,
|
-53,2848
|
-25,3737
|
|
|
|
5
|
0,
|
-115,495
|
-54,9976
|
|
|
|
6
|
0,
|
0,
|
0,
|
|
|
|
7
|
0,
|
-8,23869
|
-3,92318
|
|
|
|
8
|
0,
|
16,4773
|
7,84637
|
|
|
3
|
1
|
-1032,3
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
-55,9721
|
-13,3266
|
|
|
|
4
|
0,
|
-106,569
|
-25,3737
|
|
|
|
5
|
0,
|
-230,99
|
-54,9976
|
|
|
|
6
|
0,
|
0,
|
0,
|
|
|
|
7
|
0,
|
-16,4773
|
-3,92318
|
|
|
|
8
|
0,
|
32,9547
|
7,84637
|
|
5
|
1
|
1
|
-1373,1
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
-55,9721
|
-13,3266
|
|
|
|
4
|
-168,3
|
19,7302
|
-25,3737
|
|
|
|
5
|
-925,599
|
463,21
|
-54,9976
|
|
|
|
6
|
-1524,6
|
0,
|
0,
|
|
|
|
7
|
0,
|
-16,4773
|
-3,92318
|
|
|
|
8
|
0,
|
32,9547
|
-19,2536
|
|
|
2
|
1
|
-1373,1
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
-100,949
|
-13,3266
|
|
|
|
4
|
-168,3
|
-65,9061
|
-25,3737
|
|
|
|
5
|
-925,599
|
277,592
|
-54,9976
|
|
|
|
6
|
-1524,6
|
0,
|
0,
|
|
|
|
7
|
0,
|
-29,7181
|
-3,92318
|
|
|
|
8
|
0,
|
-32,0262
|
-19,2536
|
|
|
3
|
1
|
-1373,1
|
0,
|
0,
|
|
|
|
2
|
-516,
|
0,
|
0,
|
|
|
|
3
|
0,
|
-145,927
|
-13,3266
|
|
|
|
4
|
-168,3
|
-151,542
|
-25,3737
|
|
|
|
5
|
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