Исходные данные
?? = 34??h = 0,65 м
?? = 17,5 b = 1,8 м
D = 0,8
Eс = 287 МПаНагрузка по
?? = 0,075К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
-0.31258 |
-1.52795 |
-0.00259 |
-0.00257 |
-1.25031 |
-0.96998 |
-0.21040 |
-0.00216 |
-0.00216 |
-0.12902 |
-1.24011 |
-0.52397 |
-0.0.0238 |
-0.00238 |
0.42783 |
-0.76871 |
-0.42715 |
-0.00248 |
-0.00248 |
1.15897 |
0.48451 |
-0.21770 |
-0.00255 |
-0.00255 |
2.26710 |
2.87318 |
0.05246 |
-0.00265 |
-0.00265 |
3.86152 |
6.71122 |
0.00027 |
-0.00286 |
-0.00286 |
5.36200 |
12.07319 |
0.00018 |
-0.03343 |
-0.00343 |
6.86233 |
18.69836 |
-0.52677 |
-0.00461 |
-0.00460 |
7.41414 |
25.10504 |
-2.76556 |
-0.00696 |
-0.00686 |
3.93613 |
27.19553 |
-6.86696 |
-0.01083 |
-0.01045 |
-6.92439 |
17.21815 |
-13.65138 |
-0.01674 |
-0.01557 |
-29.99686 |
-3.90969 |
-23.10910 |
-0.02434 |
-0.02146 |
-17.59325 |
-21.78193 |
-23.72922 |
-0.02574 |
-0.02261 |
-6.30583 |
-26.98956 |
-21.28868 |
-0.02384 |
-0.02124 |
9.37454 |
-15.72837 |
-17.09607 |
-0.02007 |
-0.01831 |
32.60162 |
6.30109 |
-11.42304 |
-0.01527 |
-0.01437 |
13.54016 |
22.00714 |
-6.60994 |
-0.01123 |
-0.01085 |
3.14228 |
26.43526 |
-3.75247 |
-0.00874 |
-0.00857 |
-2.11217 |
24.67613 |
-2.96788 |
-0.00787 |
-0.00773 |
-5.95435 |
18.26511 |
-3.98272 |
-0.00841 |
-0.00824 |
-11.62325 |
5.52096 |
-6.47405 |
-0.01009 |
-0.00976 |
-21.77654 |
-10.09294 |
-9.44551 |
-0.01219 |
-0.01160 |
-7.27844 |
-18.18979 |
-11.26481 |
0.01359 |
-0.01280 |
3.94490 |
-13.88527 |
-10.46561 |
-0.01364 |
-0.01291 |
16.60681 |
-2.00206 |
-20.96179 |
-0.01885 |
-0.01682 |
10.37560 |
8.15043 |
-4.79127 |
-0.00903 |
-0.00881 |
3.25131 |
12.08288 |
-3.27749 |
-0.00662 |
-0.00651 |
-1.14817 |
11.63501 |
-1.72109 |
-0.00491 |
-0.00486 |
-2.74613 |
9.27146 |
-0.87136 |
-0.00383 |
-0.00381 |
-2.81458 |
6.54775 |
-0.66957 |
-0.00327 |
-0.00326 |
-2.51981 |
4.07998 |
-0.55308 |
-0.00288 |
-0.00288 |
-2.01536 |
2.14582 |
-0.37232 |
-0.00257 |
-0.00256 |
-1.18554 |
0.85770 |
-0.60053 |
-0.00249 |
-0.00248 |
-0.76649 |
0.14690 |
-0.47721 |
-0.00229 |
-0.00229 |
-0.12547 |
0.03557 |
-0.44506 |
-0.00217 |
-0.00217 |
0.57342 |
0.39544 |
-0.91998 |
-0.00229 |
-0.00228 |
0.41745 |
? |
-1.09268 |
-0.00221 |
-0.00220 |
0.02263 |
Исходные данные
?? = 36??h = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,6
Eс = 180 МПаНагрузка по
?? = 0,047К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
0.40805 |
0.11017 |
0.07797 |
0.07793 |
1.63220 |
1.49004 |
-1.72388 |
-0.00570 |
-0.00565 |
1.06355 |
2.95264 |
-0.39368 |
-0.00530 |
-0.00529 |
2.09113 |
5.16196 |
0.00030 |
-0.00513 |
-0.00513 |
3.59148 |
8.75361 |
0.00085 |
-0.00518 |
-0.00518 |
5.09250 |
13.84619 |
0.00109 |
-0.00570 |
-0.00570 |
6.59381 |
20.43985 |
0.00070 |
-0.00700 |
-0.00700 |
8.09465 |
28.43169 |
-0.34199 |
-0.00936 |
-0.00934 |
9.18426 |
36.80354 |
-3.04998 |
-0.01348 |
-0.01330 |
7.02429 |
42.50717 |
-7.45219 |
-0.01991 |
-0.01927 |
-0.41834 |
40.08128 |
-14.14390 |
-0.02937 |
-0.02758 |
-15.89101 |
21.31616 |
-23.72426 |
0.04238 |
-0.03805 |
-42.86012 |
-9.27167 |
-26.56667 |
-0.04906 |
-0.04344 |
-20.74013 |
-31.70938 |
-32.22523 |
-0.05703 |
-0.04911 |
-5.41042 |
-35.89714 |
-28.14980 |
-0.05192 |
-0.04562 |
14.80983 |
-19.65685 |
-23.38148 |
-0.04453 |
-0.04004 |
40.75204 |
9.71698 |
-17.55879 |
-0.03603 |
-0.03330 |
21.18149 |
32.50392 |
-12.20730 |
-0.02865 |
-0.02714 |
8.03273 |
41.65137 |
-8.49169 |
-0.02363 |
-0.02276 |
-0.65730 |
41.42746 |
-7.04711 |
-0.02139 |
-0.02074 |
-7.61383 |
33.60181 |
-7.75326 |
-0.02172 |
-0.02100 |
-15.41774 |
17.45341 |
-10.18885 |
-0.02414 |
-0.02308 |
-26.14435 |
-2.18675 |
-13.50768 |
-0.02775 |
-0.02613 |
-10.85356 |
-13.97922 |
-16.63782 |
-0.03126 |
-0.02901 |
0.68105 |
-14.29304 |
-19.95370 |
-0.03391 |
-0.03100 |
8.23660 |
-4.28099 |
-14.03520 |
-0.02764 |
-0.02597 |
22.89436 |
11.32751 |
-13.32187 |
-0.02472 |
-0.02330 |
8.40813 |
21.33957 |
-7.97346 |
-0.0.1833 |
-0.01770 |
0.33997 |
22.71371 |
-4.52745 |
-0.01356 |
-0.01330 |
-3.59297 |
19.78372 |
-2.31636 |
-0.01022 |
-0.01011 |
-4.87259 |
15.27517 |
-1.10421 |
-0.00803 |
-0.00799 |
-4.69765 |
10.77110 |
-0.45863 |
-0.00663 |
-0.00662 |
-3.74800 |
7.03597 |
-0.41580 |
-0.00391 |
-0.00590 |
-2.74696 |
4.28552 |
-0.42678 |
-0.00545 |
-0.00544 |
-1.75910 |
2.47046 |
-0.61356 |
-0.00521 |
-0.00520 |
-0.99537 |
1.42772 |
-0.77165 |
-0.00504 |
-0.00502 |
-0.42135 |
0.98994 |
-0.82495 |
-0.00483 |
-0.00482 |
0.08871 |
0,51571 |
-1.10169 |
-0.00477 |
-0,00474 |
-0,00567 |
Исходные данные
?? = 36??h = 0,65 м
?? = 17,5 b = 1,2 м
D = 0,8
Eс = 305 МПаНагрузка по
?? = 0,08К-35 Схема 2
Изгибающие моменты Х10 кНм |
Реактивное давление Х10 кПа |
Прогибы сум. м |
Прогибы укр. м |
Перерезывающие силы Х10 кН |
-0.35205 |
-2.42349 |
-0.00350 |
-0.00346 |
-1.40819 |
-1.04673 |
-0.04513 |
-0.00291 |
-0.00290 |
0.03766 |
-1.17721 |
-0.60562 |
-0.00319 |
-0.00318 |
0.81092 |
-0.32595 |
-0.47116 |
-0.00336 |
-0.00335 |
1.74553 |
1.49510 |
-0.21943 |
-0.00353 |
-0.00352 |
2.98222 |
4.54319 |
0.00015 |
-0.00373 |
-0.00373 |
4.48240 |
9.02562 |
0.00027 |
-0.00417 |
-0.00417 |
5.98273 |
14.99920 |
-0.03024 |
-0.00511 |
-0.00511 |
7.44643 |
22.00192 |
-1.50917 |
-0.00688 |
-0.00683 |
7.13544 |
28.14075 |
-4.83115 |
-0.01000 |
-0.00977 |
2.83806 |
29.19337 |
-10.78262 |
-0.01501 |
-0.01423 |
-8.60109 |
17.68423 |
-20.47612 |
-0.02263 |
-0.02040 |
-31.67244 |
-5.12312 |
-34.67584 |
-0.03288 |
-0.02739 |
-19.28345 |
-24.33022 |
-34.42128 |
-0.03417 |
-0.02850 |
-6.58899 |
-29.83046 |
-30.79221 |
-0.03151 |
-0.02683 |
10.46036 |
-17.60213 |
-24.89893 |
-0.02661 |
-0.02342 |
34.58165 |
6.18303 |
-17.13721 |
-0.02064 |
-0.01893 |
15.51700 |
23.68471 |
-10.52156 |
-0.01567 |
-0.01488 |
4.39113 |
29.26672 |
-6.55188 |
-0.01258 |
-0.01218 |
-1.97113 |
27.70526 |
-5.18639 |
-0.01133 |
-0.01105 |
-6.69479 |
20.61044 |
-6.51990 |
-0.01187 |
-0.01150 |
-13.01868 |
6.60793 |
-9.79958 |
-001373 |
-0.01308 |
-23.27817 |
-10.34827 |
-13.72676 |
-0.01611 |
-0.01505 |
-8.25027 |
-19.38446 |
-16.34596 |
-0.01781 |
-0.01640 |
3.63457 |
-15.26969 |
-14.74485 |
-0.01787 |
-0.01660 |
17.44075 |
-2.85125 |
-31.48714 |
-0.02479 |
-0.02103 |
11.15617 |
8.17010 |
-6.93624 |
-0.01228 |
-0.01187 |
4.33268 |
12.96044 |
-5.40952 |
-0.00927 |
-0.00903 |
-0.65874 |
13.02845 |
-2.98746 |
-0.00701 |
-0.00691 |
-2.74369 |
10.63705 |
-1.81367 |
-0.00558 |
-0.00553 |
-3.42008 |
7.50408 |
-0.85739 |
-0.00453 |
-0.00451 |
-2.94895 |
4.58057 |
-0.77210 |
-0.00398 |
-0.00396 |
-2.37547 |
2.35820 |
-0.26127 |
-0.00346 |
-0.00346 |
-1.18899 |
1.00744 |
-0.80121 |
-0.00340 |
-0.00339 |
-0.65044 |
0.33010 |
-0.89035 |
-0.00326 |
-0.00325 |
-0.21886 |
0.05373 |
-1.08235 |
-0.00317 |
-0.00315 |
-0.01767 |
0.08447 |
-0.92046 |
-0.00297 |
-0.00296 |
0.37778 |
0.27082 |
-1.55807 |
-0.00296 |
-0.00294 |
0.00809 |