Исходные данные
?? = 32??hб = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,6
Eо = 104 МПаНагрузка по
?? = 0,027К-35 Схема 2
Исходные данные
?? = 32??hб = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,8
Eс = 176 МПаНагрузка по
?? = 0,046К-35 Схема 2
|
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
|
0.40698 |
0.10660 |
0.07719 |
0.07712 |
1.62792 |
|
1.53504 |
-1.55959 |
-0.00571 |
-0.00563 |
1.25642 |
|
3.22580 |
-0.11149 |
-0.00520 |
-0.00519 |
2.62263 |
|
5.88213 |
0.00057 |
-0.00500 |
-0.00500 |
4.12331 |
|
10.00564 |
0. 00120 |
-0.00504 |
-0.00504 |
5.62476 |
|
15.63044 |
0.00136 |
-0.00565 |
-0.00565 |
7.12639 |
|
22.75667 |
0.00090 |
-0.00709 |
-0.00709 |
8.62746 |
|
31.26146 |
-0.40795 |
-0.00978 |
-0.00975 |
9.63792 |
|
39.98495 |
-3.45607 |
-0.01655 |
-0.01413 |
6.99065 |
|
45.54257 |
-8.23280 |
-0.02225 |
-0.02072 |
-1.38872 |
|
42.17047 |
-14.84406 |
-0.03392 |
-0.02972 |
-17.70158 |
|
21.85690 |
-23.55067 |
-0.05128 |
-0.04120 |
-44.46240 |
|
-10.35361 |
-26.46103 |
-0.06071 |
-0.04730 |
-22.21564 |
|
-33.81339 |
-30.60815 |
-0.07120 |
-0.05301 |
-4.94543 |
|
-37.77621 |
-27.33276 |
-0.06362 |
-0.04911 |
16.25525 |
|
-20.28043 |
-23.19766 |
-0.05334 |
-0.04301 |
42.41805 |
|
10.60613 |
-17.88591 |
-0.04191 |
-0.03565 |
22.45494 |
|
34.60046 |
-12.75463 |
-0.03240 |
-0.02895 |
8.64938 |
|
44.36137 |
-9.04961 |
-0.02617 |
-0.02419 |
-0.71014 |
|
44.12868 |
-7.45888 |
-0.02336 |
-0.02190 |
-8.16080 |
|
35.80794 |
-7.99126 |
-0.02359 |
-0.02202 |
-16.25031 |
|
18.85822 |
-10.32349 |
-0.02643 |
-0.02415 |
-27.13849 |
|
-1.71524 |
-13.43927 |
-0.03077 |
-0.02732 |
-11.76561 |
|
-14.32310 |
-16.24815 |
-0.03503 |
-0.03028 |
0.23660 |
|
-14.91403 |
-19.00552 |
-0.03845 |
-0.03235 |
8.92996 |
|
-4.56698 |
-14.28164 |
-0.03110 |
-0.02739 |
23.29199 |
|
11.55760 |
-13.17196 |
-0.02742 |
-0.02440 |
8.98564 |
|
22.03123 |
-8.21223 |
-0.01992 |
-0.01855 |
0.63097 |
|
23.69043 |
-4.78523 |
-0.01451 |
-0.01393 |
-3.61131 |
|
20.78830 |
-2.42264 |
-0.01072 |
-0.01051 |
-5.01847 |
|
16.16116 |
-1.11697 |
-0.00331 |
-0.00824 |
-4.85884 |
|
11.48484 |
-0.50828 |
-0.00685 |
-0.00682 |
-3.96877 |
|
7.56327 |
-0.35064 |
-0.00602 |
-0.00601 |
-2.88954 |
|
4.64542 |
-0.44686 |
-0.00559 |
-0.00556 |
-1.92577 |
|
2.69186 |
-0.53730 |
-0.00529 |
-0.00526 |
-1.07053 |
|
1.56935 |
-0.71155 |
-0.00512 |
-0.00509 |
-0.42439 |
|
1.10044 |
-0.86176 |
-0.00498 |
-0.00494 |
0.04149 |
|
1.02180 |
-1.26075 |
-0.00488 |
-0.00483 |
0.02859 |
Исходные данные
?? = 32??h = 0,65 м
?? = 17,5 b = 1,8 м
D = 0,6
Eс = 129 МПаНагрузка по
?? = 0,034К-35 Схема 2
|
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
|
0.40399 |
0.06441 |
0.07672 |
0.07669 |
1.61595 |
|
1.52690 |
-1.03121 |
-0.00541 |
-0.00537 |
1.25976 |
|
3.13988 |
-0.24628 |
-0.00495 |
-0.00495 |
2.31646 |
|
5.56726 |
0.00023 |
-0.00470 |
-0.00470 |
3.81686 |
|
7.38429 |
0.00059 |
-0.00469 |
-0.00469 |
5.31793 |
|
14.70228 |
0.00073 |
-0.00518 |
-0.00518 |
6.81924 |
|
21.52135 |
0.00043 |
-0.00652 |
-0.00652 |
8.32002 |
|
29.69022 |
-0.33544 |
-0.00894 |
-0.00892 |
9.21623 |
|
38.08592 |
-2.15882 |
-0.01317 |
-0.01300 |
6.83035 |
|
43.59389 |
-5.09748 |
-0.01975 |
-0.01914 |
-0.84511 |
|
40.74898 |
-9.54145 |
-0.02944 |
-0.02774 |
-16.51971 |
|
21.48193 |
-15.64663 |
-0.04262 |
-0.03859 |
-43.18364 |
|
-9.54140 |
-17.79037 |
-0.04943 |
-0.04411 |
21.20631 |
|
-32.24945 |
-21.12755 |
-0.05716 |
-0.04986 |
-5.23590 |
|
-36.35060 |
-18.60583 |
-0.05199 |
-0.04614 |
15.27361 |
|
-19.68161 |
-15.50499 |
-0.04457 |
-0.04039 |
41.36464 |
|
10.26198 |
-11.71842 |
-0.03600 |
-0.03345 |
21.77150 |
|
33.58241 |
-8.27628 |
-0.02858 |
-0.02715 |
8.37421 |
|
43.04706 |
-5.85346 |
-0.02347 |
-0.02264 |
-0.66201 |
|
42.83418 |
-4.85547 |
-0.02114 |
-0.02052 |
-7.90185 |
|
34.74863 |
-5.26333 |
-0.02144 |
-0.02076 |
-15.87583 |
|
18.17616 |
-6.81201 |
-0.02389 |
-0.02291 |
-26.63744 |
|
-1.94213 |
-8.99172 |
-0.02762 |
-0.02612 |
-11.32253 |
|
-14.13010 |
-10.91406 |
-0.03106 |
-0.02901 |
0.53218 |
|
-14.51653 |
-12.95565 |
-0.03384 |
-0.03119 |
8.71202 |
|
-4.27292 |
-9.55123 |
-0.02764 |
-0.02623 |
23.01982 |
|
11.61605 |
-8.73112 |
-0.02467 |
-0.02336 |
8.30380 |
|
21.92027 |
-5.39656 |
-0.01824 |
-0.01765 |
0.58999 |
|
23.54068 |
-3.10801 |
-0.01337 |
-0.01312 |
-3.50443 |
|
20.71954 |
-1.58953 |
-0.00992 |
-0.00982 |
-4.86558 |
|
16.20203 |
-0.81543 |
-0.00775 |
-0.00771 |
-4.83335 |
|
11.58778 |
-0.32911 |
-0.00629 |
-0.00628 |
-3.92576 |
|
7.69845 |
-0.24691 |
-0.00554 |
-0.00553 |
-2.87020 |
|
4.82007 |
-0.26559 |
-0.00511 |
-0.00510 |
-1.84827 |
|
2.91230 |
-0.39776 |
-0.00492 |
-0.00491 |
-1.06424 |
|
1.82949 |
-0.43843 |
-0.00472 |
-0.00471 |
-0.35342 |
|
1.38791 |
-0.63540 |
-0.00470 |
-0.00468 |
0.00286 |
|
1.30989 |
-0.81484 |
0.00457 |
-0.00455 |
0.03614 |
Исходные данные
?? = 32??h = 0,65 м
?? = 17,5 b = 1,8 м
D = 0,8
Eс = 217 МПаНагрузка по
?? = 0,057К-35 Схема 2
|
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
|
-0.43978 |
-1.81063 |
-0.00359 |
-0.00355 |
-1.75914 |
|
-1.38409 |
0.00011 |
-0.00259 |
-0.00259 |
-0.25894 |
|
-1.71974 |
-0.17035 |
-0.00285 |
-0.00285 |
0.93443 |
|
-0.81926 |
-0.24580 |
-0.00310 |
-0.00309 |
1.99198 |
|
1.23560 |
-0.10606 |
-0.00327 |
-0.00326 |
3.30108 |
|
4.58447 |
0.00014 |
-0.00343 |
-0.00343 |
4.80133 |
|
9.38583 |
0.00020 |
-0.00387 |
-0.00387 |
6.30170 |
|
15.66907 |
-0.04080 |
-0.00480 |
-0.00480 |
7.72825 |
|
22.89313 |
-1.15001 |
-0.00666 |
-0.00661 |
7.15824 |
|
29.07771 |
-3.32482 |
-0.00980 |
-0.00958 |
2.67356 |
|
29.90926 |
-7.41823 |
-0.01500 |
-0.01425 |
-9.17925 |
|
17.96423 |
-13.56433 |
-0.02261 |
-0.02054 |
-32.09503 |
|
-5.37629 |
-23.27655 |
-0.03356 |
-0.02828 |
-19.99281 |
|
-25.05042 |
-22.56831 |
-0.03413 |
-0.02893 |
-6.61577 |
|
-30.62199 |
-20.24788 |
-0.03143 |
-0.02713 |
10.93805 |
|
-17.29512 |
-16.49486 |
-0.02660 |
-0.02364 |
35.24731 |
|
6.37632 |
-11.49676 |
-0.02061 |
-0.01901 |
16.05315 |
|
24.36201 |
-7.20226 |
-0.01557 |
-0.01481 |
4.58908 |
|
30.18135 |
-4.46832 |
-0.01234 |
-0.01197 |
-1.95389 |
|
28.60185 |
-3.63635 |
-0.01112 |
-0.01085 |
-6.99932 |
|
21.23096 |
-4.46217 |
-0.01166 |
-0.01131 |
-13.53123 |
|
6.77122 |
-6.52572 |
-0.01353 |
-0.01294 |
-23.77751 |
|
-10.61641 |
-8.99277 |
-0.01591 |
-0.01495 |
-8.46449 |
|
-19.80624 |
-10.60463 |
-0.01760 |
-0.01634 |
3.94717 |
|
-15.52913 |
-9.87146 |
-0.01774 |
-0.01655 |
17.67856 |
|
-2.85696 |
-20.99673 |
-0.02582 |
-0.02216 |
11.38443 |
|
8.27520 |
-4.89067 |
-0.01210 |
-0.01170 |
4.08123 |
|
12.96417 |
-3.53958 |
-0.00902 |
-0.00880 |
-0.79000 |
|
12.86744 |
-1.99837 |
-0.00674 |
-0.00665 |
-2.88707 |
|
10.41885 |
-1.02457 |
-0.00520 |
-0.00517 |
-3.23130 |
|
7.40196 |
-0.54827 |
-0.00425 |
-0.00424 |
-2.71819 |
|
4.73729 |
-0.42953 |
-0.00373 |
-0.00372 |
-1.99135 |
|
2.76179 |
-0.39389 |
-0.00340 |
-0.00339 |
-1.20036 |
|
1.48775 |
-0.55877 |
-0.00328 |
-0.00326 |
-0.70614 |
|
0.74870 |
-0.63065 |
-0.00315 |
-0.00313 |
-0.34131 |
|
0.39722 |
-0.65419 |
-0.00301 |
-0.00300 |
-0.01885 |
|
0.33954 |
-0.73871 |
-0.00291 |
-0.00290 |
0.15147 |
|
0.41413 |
-0.91007 |
-0.00281 |
-0.00279 |
0.01172 |
