Исходные данные
?? = 34??h = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,6
Eс = 136 МПаНагрузка по
?? = 0,036К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
0.39901 |
0.08304 |
0.07649 |
0.07646 |
1.59965 |
1.68410 |
-0.96849 |
-0.00674 |
-0.00671 |
1.93746 |
3.90002 |
-0.04029 |
-0.00654 |
-0.00654 |
3.38911 |
7.30134 |
0.00038 |
-0.00662 |
-0.00662 |
4.88957 |
12.19101 |
0.00072 |
-0.00702 |
-0.00702 |
6.39043 |
18.58139 |
0.00066 |
-0.00810 |
-0.00810 |
7.89123 |
26.47246 |
0.00010 |
-0.01022 |
-0.01022 |
9.39135 |
35.43785 |
-1.49172 |
-0.01382 |
-0.01371 |
9.18769 |
43.78989 |
-4.20518 |
-0.01966 |
-0.01919 |
5.64147 |
48.13956 |
-8.51120 |
-0.02339 |
-0.02701 |
-3.07197 |
43.19139 |
-14.76511 |
-0.04102 |
-0.03757 |
-19.29008 |
21.41536 |
-23.05156 |
-0.05310 |
-0.05046 |
-45.45197 |
-11.88946 |
-26.31105 |
-0.06798 |
-0.05778 |
-23.02524 |
-36.02264 |
-30.00417 |
-0.07657 |
-0.06347 |
-5.03024 |
-40.03964 |
-26.62666 |
-0.06981 |
-0.05921 |
17.01776 |
-21.81818 |
-22.61427 |
-0.06040 |
-0.05261 |
43.88063 |
10.43219 |
-17.63173 |
-0.04959 |
-0.04460 |
24.22255 |
36.02017 |
-13.08032 |
-0.04032 |
-0.03732 |
10.02617 |
47.05225 |
-9.72720 |
-0.03381 |
-0.03193 |
-0.14647 |
47.32942 |
-8.31527 |
-0.03072 |
-0.02926 |
-8.62479 |
38.61974 |
-8.59846 |
-0.03060 |
-0.02905 |
-17.44293 |
20.58824 |
-10.56056 |
-0.03320 |
-0.03120 |
-28.61560 |
-1.31117 |
-13.17311 |
-0.03715 |
-0.03436 |
-12.92332 |
-14.96544 |
-15.61035 |
-0.04099 |
-0.03734 |
-0.15575 |
-15.91758 |
-18.26334 |
-0.04410 |
-0.03950 |
94.2825 |
-5.30232 |
-14.30658 |
-0.03754 |
-0.03448 |
23.76036 |
11.42423 |
-12.75256 |
-0.03286 |
-0.03047 |
9.95729 |
22.74759 |
-8.19855 |
-0.02488 |
-0.02372 |
1.61903 |
25.32495 |
-5.00441 |
-0.01874 |
-0.01820 |
-2.88626 |
23.10677 |
-2.77709 |
-0.01424 |
-0.01401 |
-4.71877 |
18.78438 |
-1.45613 |
-0.01119 |
-0.01110 |
-4.96613 |
14.03815 |
-0.72355 |
-0.00919 |
-0.00915 |
-4.33438 |
9.76582 |
-0.51553 |
-0.00802 |
-0.00799 |
-3.45301 |
6.33424 |
-0.44449 |
-0.00725 |
-0.00724 |
-2.48640 |
3.83372 |
-0.49113 |
-0.00677 |
-0.00675 |
-1.57576 |
2.23316 |
-0.57665 |
-0.00644 |
-0.00642 |
-0.76774 |
1.41004 |
-0.75759 |
-0.00625 |
-0.00622 |
-0.17685 |
1.13761 |
-1.07744 |
-0.00606 |
-0.00603 |
0.03023 |
Исходные данные
?? = 34??h = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,8
Eс = 230 МПаНагрузка по
?? = 0,06К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
-1.67877 |
-6.84589 |
-0.00737 |
-0.00705 |
-6.71506 |
-6.31115 |
0.09636 |
0.05213 |
0.05209 |
-5.09943 |
-11.41638 |
0.07703 |
0.04112 |
0.04110 |
-3.50699 |
-14.92363 |
0.05947 |
0.03074 |
0.03073 |
-1.93563 |
-16.86903 |
0.04354 |
0.02120 |
0.02119 |
-0.38338 |
-17.25667 |
0.02928 |
0.01259 |
0.01259 |
1.15175 |
-16.10884 |
0.01624 |
0.00494 |
0.00494 |
2.67124 |
-10.78467 |
8.85933 |
-0.00193 |
-0.00182 |
14.80243 |
1.11044 |
-0.83147 |
-0.00796 |
-0.00792 |
15.30434 |
14.59951 |
-6.88257 |
-0.01471 |
-0.01407 |
8.54526 |
21.20030 |
-13.36415 |
-0.02303 |
-0.02107 |
-5.99171 |
13.32745 |
-19.63452 |
-0.03352 |
-0.02932 |
-28.05313 |
-8.55906 |
-42.82912 |
-0.06425 |
-0.04671 |
-25.44807 |
-29.91628 |
-29.19292 |
-0.04877 |
-0.03969 |
-6.47958 |
-36.04761 |
-28.03195 |
-0.04537 |
-0.03727 |
13.88206 |
-20.89795 |
-23.80652 |
-0.03858 |
-0.03273 |
39.31424 |
7.04503 |
-17.96065 |
-0.03043 |
-0.02695 |
19.26146 |
27.98160 |
-12.37695 |
-0.02350 |
-0.02165 |
5.90912 |
35.04538 |
-8.52800 |
-0.01897 |
-0.01794 |
-2.82448 |
32.69057 |
-6.96238 |
-0.01693 |
-0.01618 |
-9.67934 |
22.78954 |
-7.70142 |
-0.01712 |
-0.01628 |
-17.42104 |
4.73372 |
-9.81781 |
-0.01879 |
-0.01761 |
-27.70241 |
-16.19775 |
-12.24845 |
-0.02096 |
-0.01932 |
-10.90054 |
-27.28394 |
-12.86691 |
-0.02183 |
-0.02004 |
5.15916 |
-20.44331 |
-7.26195 |
-0.02008 |
-0.01915 |
27.94482 |
-3.84349 |
-45.07341 |
-0.05708 |
-0.04068 |
5.35072 |
6.85176 |
-2.26160 |
-0.01450 |
-0.01429 |
4.13680 |
10.33173 |
-4.45175 |
-0.01169 |
-0.01135 |
0.29471 |
11.07157 |
-2.96865 |
-0.00922 |
-0.00904 |
-1.76768 |
9.66327 |
-1.77016 |
-0.00738 |
-0.00730 |
-2.39187 |
7.48715 |
-1.05095 |
-0.00615 |
-0.00611 |
-2.15300 |
5.36548 |
-0.94619 |
-0.00546 |
-0.00543 |
-1.78843 |
3.63861 |
-0.74103 |
-0.00492 |
-0.00490 |
-1.17766 |
2.40216 |
-0.93624 |
-0.00468 |
-0.00466 |
-0.80115 |
1.57112 |
-1.03671 |
-0.00449 |
-0.00446 |
-0.54521 |
0.93703 |
-1.33290 |
-0.00437 |
-0.00434 |
-0.64468 |
0.40936 |
-0.94048 |
-0.00394 |
-0.00392 |
-0.27325 |
0.11290 |
-1.02176 |
-0.00365 |
-0.00362 |
0.00123 |
Исходные данные
?? = 34??h = 0,65 м
?? = 17,5 b = 1,8 м
D = 0,6
Eс = 170 МПаНагрузка по
?? = 0,044К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
-0.62156 |
-2.21458 |
-0.00491 |
-0.00486 |
-2.48624 |
-2.11078 |
0.00101 |
-0.00241 |
-0.00241 |
-0.98442 |
-2.87740 |
0.48501 |
-0.00304 |
-0.00303 |
1.38860 |
-1.68369 |
0.05193 |
-0.00359 |
-0.00359 |
2.98207 |
1.28978 |
0.03283 |
-0.00400 |
-0.00400 |
4.54116 |
5.81621 |
0.00009 |
-0.00444 |
-0.00444 |
6.04133 |
11.85750 |
0.00003 |
-0.00521 |
-0.00521 |
7.54137 |
19.21526 |
-0.40799 |
-0.00661 |
-0.00660 |
8.30698 |
26.98199 |
-1.60851 |
-0.00912 |
-0.00905 |
6.91166 |
32.83183 |
-3.96807 |
-0.01323 |
-0.01299 |
1.26914 |
32.37375 |
-7.80631 |
-0.01938 |
-0.01869 |
-11.28221 |
18.54851 |
-13.45742 |
-0.02798 |
-0.02626 |
-34.00572 |
-6.82407 |
-23.43942 |
-0.04051 |
-0.03616 |
-22.19667 |
-28.09187 |
-21.37523 |
-0.03976 |
-0.03587 |
-6.67207 |
-33.88698 |
-19.42647 |
-0.03709 |
-0.03379 |
12.36029 |
-19.98256 |
-15.99507 |
-0.03204 |
-0.02969 |
37.56918 |
6.46920 |
-11.53347 |
-0.02571 |
-0.02435 |
18.30894 |
26.52034 |
-7.66212 |
-0.02019 |
-0.01949 |
6.01714 |
33.66338 |
-5.16005 |
-0.01650 |
-0.01611 |
-1.77096 |
32.29497 |
-4.26548 |
-0.01493 |
-0.01463 |
-7.94881 |
24.07776 |
-4.86229 |
-0.01531 |
-0.01497 |
-15.20093 |
8.10064 |
-6.58687 |
-0.01717 |
-0.01665 |
-25.55730 |
-10.89963 |
-8.68260 |
-0.01958 |
-0.01880 |
-9.68597 |
-21.17772 |
-9.99895 |
-0.02124 |
-0.02026 |
3.81592 |
-16.96680 |
-9.12054 |
-0.02136 |
-0.02047 |
18.89896 |
-3.52039 |
-21.23759 |
-0.03152 |
-0.02845 |
12.17130 |
8.52026 |
-4.86052 |
-0.01532 |
-0.01498 |
4.92237 |
13.97339 |
-3.68136 |
-0.01163 |
-0.01143 |
-20.20409 |
14.44397 |
-2.18187 |
-0.00884 |
-0.00875 |
-2.63145 |
12.21808 |
-1.28045 |
-0.00694 |
-0.00690 |
-3.43626 |
9.06977 |
-0.64094 |
-0.00559 |
-0.00557 |
-3.08996 |
6.06737 |
-0.44667 |
-0.00482 |
-0.00481 |
-2.39396 |
3.68330 |
-0.41410 |
-0.00437 |
-0.00436 |
-1.63934 |
2.03227 |
-0.47115 |
-0.00411 |
-0.00410 |
-0.98740 |
0.99428 |
-0.56327 |
-0.00395 |
-0.00394 |
-0.50129 |
0.45638 |
-0.66449 |
-0.00382 |
-0.00381 |
-0.16138 |
0.27533 |
-0.68750 |
-0.00367 |
-0.00366 |
0.10113 |
? |
-6.82436 |
-0.00356 |
-0.00354 |
0.00839 |