A K A D E M I A R O L N I C Z A P O Z N A N
KATEDRA MECHANIKI BUDOWLI I BUDOWNICTWA ROLNICZEGO
OBLICZENIA STATYCZNE PROGRAM: ZBOT-HTE 15.06.1989
ZBIORNIKOW PROSTOPADLOSCIENNYCH
JEDNO , DWU I TRZYKOMOROWYCH
OBCIAZONYCH TEMPERATURA AUTORZY:
W. BUCZKOWSKI
S. CZAJKA
METODA ROZNIC SKONCZONYCH
DANE:
===== WYMIARY: OCZKO SIATKI: GRUBOSCI: SZTYWNOSCI:
LX= 8.00 [M] A= 1.000 [M] SCIANA X.Z= 0.300 [M] 72000.000 [KNM]
LY= 10.00 [M] B= 0.833 [M] SCIANA Y.Z= 0.300 [M] 72000.000 [KNM]
LZ= 12.00 [M] C= 1.500 [M] DNO X.Y= 0.300 [M] 72000.000 [KNM]
MODUL SPREZYSTOSCI = 32000000. [KN/M2] UKLAD 104 ROWNAN
Z B I O R N I K J E D N O K O M O R O W Y
PONIZSZY SCHEMAT PRZEDSTAWIA NUMERACJE PUNKTOW WEZLOWYCH JEDNEJ CWIARTKI ZBIORNIKA
Z
32 31 30 29 8C 75 76 77 78 79 80
. . . . I . . . . . .
. . . . I . . . . . .
28 27 26 25 7C 69 70 71 72 73 74
. . . . I . . . . . .
. . . . I . . . . . .
24 23 22 21 6C 63 64 65 66 67 68
. . . . I . . . . . .
. . . . I . . . . . .
20 19 18 17 5C 57 58 59 60 61 62
. . . . I . . . . . .
. . . . I . . . . . .
16 15 14 13 4C 51 52 53 54 55 56
. . . . I . . . . . .
. . . . I . . . . . .
12 11 10 9 3C 45 46 47 48 49 50
. . . . I . . . . . .
. . . . I . . . . . .
8 7 6 5 2C 39 40 41 42 43 44
. . . . I . . . . . .
. . . . I . . . . . .
4 3 2 1 1C 33 34 35 36 37 38
. . . . I . . . . . .
. . . . I . . . . . .
X 4A 3A 2A 1A * 1B 2B 3B 4B 5B 6B Y
. . . . I
. . . . I
84 83 82 81 1B
. . . . I
. . . . I
88 87 86 85 2B
. . . . I
. . . . I
92 91 90 89 3B
. . . . I
. . . . I
96 95 94 93 4B
. . . . I
. . . . I
100 99 98 97 5B
. . . . I
. . . . I
104 103 102 101 6B
Y
OBCIAZENIE ROWNOMIERNE DNA: Q1 = -15.00 [KN/M2]
============================
PRZEMIESZCZENIA [CM]:
--------------------
1 0.006945 2 0.018238 3 0.027129 4 0.030413 5 0.003804 6 0.013016 7 0.021008
8 0.024070 9 0.000242 10 0.004871 11 0.009518 12 0.011384 13 -0.001823 14 -0.000669
15 0.001143 16 0.001947 17 -0.002606 18 -0.003356 19 -0.003253 20 -0.003115 21 -0.002675
22 -0.004229 23 -0.004952 24 -0.005151 25 -0.002481 26 -0.004280 27 -0.005328 28 -0.005667
29 -0.002297 30 -0.004144 31 -0.005298 32 -0.005686 33 0.008370 34 0.021236 35 0.034208
36 0.044821 37 0.051671 38 0.054030 39 0.008608 40 0.022146 41 0.036390 42 0.048419
43 0.056341 44 0.059095 45 0.007072 46 0.017722 47 0.029105 48 0.038903 49 0.045447
50 0.047740 51 0.005423 52 0.012965 53 0.020969 54 0.027903 55 0.032568 56 0.034209
57 0.004074 58 0.009227 59 0.014560 60 0.019156 61 0.022249 62 0.023338 63 0.003077
64 0.006618 65 0.010149 66 0.013147 67 0.015155 68 0.015860 69 0.002357 70 0.004851
71 0.007243 72 0.009240 73 0.010568 74 0.011034 75 0.001755 76 0.003490 77 0.005120
78 0.006471 79 0.007368 80 0.007682 81 -0.022271 82 -0.043866 83 -0.058603 84 -0.063773
85 -0.046759 86 -0.092494 87 -0.123924 88 -0.134984 89 -0.068338 90 -0.135746 91 -0.182413
92 -0.198893 93 -0.084652 94 -0.168640 95 -0.227112 96 -0.247820 97 -0.094689 98 -0.188944
99 -0.254783 100 -0.278142 101 -0.098066 102 -0.195785 103 -0.264119 104 -0.288377
MOMENTY WEZLOWE [KNM/M]:
------------------------
SCIANA X.Z
MOMENTY MX:
1 -3.1303 2 1.7292 3 4.0366 4 4.7298 5 -3.8939 6 0.8780 7 3.5502
8 4.4088 9 -3.1585 10 -0.0125 11 2.0015 12 2.6878 13 -2.1436 14 -0.4740
15 0.7266 16 1.1568 17 -1.3359 18 -0.6143 19 -0.0246 20 0.1977 21 -0.8067
22 -0.5985 23 -0.3773 24 -0.2865 25 -0.4917 26 -0.5405 27 -0.5101 28 -0.4887
29 -0.3233 30 -0.4998 31 -0.5509 32 -0.5591
WARTOSC MAKSYMALNA: 4 4.7298
WARTOSC MINIMALNA: 5 -3.8939
MOMENTY MZ:
1 3.2276 2 7.5071 3 10.6397 4 11.7620 5 0.1345 6 0.9352 7 1.7185
8 2.0296 9 -0.4787 10 -0.8333 11 -0.9972 12 -1.0394 13 -0.4106 14 -0.9132
15 -1.2730 16 -1.4001 17 -0.2283 18 -0.5803 19 -0.8630 20 -0.9685 21 -0.0840
22 -0.2631 23 -0.4235 24 -0.4861 25 0.0027 26 -0.0597 27 -0.1299 28 -0.1592
29 0.0000 30 0.0000 31 0.0000 32 0.0000
WARTOSC MAKSYMALNA: 4 11.7620
WARTOSC MINIMALNA: 16 -1.4001
SCIANA Y.Z
MOMENTY MY:
33 -4.6606 34 -0.1108 35 2.4460 36 3.9017 37 4.6566 38 4.8908 39 -5.1122
40 -0.7315 41 2.2963 42 4.2580 43 5.3577 44 5.7119 45 -3.7107 46 -0.7589
47 1.6426 48 3.3735 49 4.4090 50 4.7528 51 -2.1966 52 -0.4789 53 1.1090
54 2.3527 55 3.1357 56 3.4021 57 -1.1192 58 -0.1869 59 0.7643 60 1.5581
61 2.0780 62 2.2583 63 -0.4817 64 0.0106 65 0.5520 66 1.0278 67 1.3496
68 1.4631 69 -0.1414 70 0.1051 71 0.4093 72 0.6943 73 0.8940 74 0.9654
75 0.0195 76 0.1104 77 0.2883 78 0.4713 79 0.6038 80 0.6518
WARTOSC MAKSYMALNA: 44 5.7119
WARTOSC MINIMALNA: 39 -5.1122
MOMENTY MZ:
33 2.6026 34 6.5042 35 10.2485 36 13.1916 37 15.0405 38 15.6685 39 0.5675
40 1.7068 41 3.0293 42 4.1962 43 4.9801 44 5.2548 45 0.0359 46 0.1066
47 0.2722 48 0.4749 49 0.6355 50 0.6959 51 -0.0955 52 -0.3258 53 -0.5524
54 -0.7208 55 -0.8193 56 -0.8512 57 -0.1129 58 -0.3616 59 -0.6394 60 -0.8764
61 -1.0318 62 -1.0856 63 -0.0888 64 -0.2693 65 -0.4817 66 -0.6726 67 -0.8026
68 -0.8486 69 -0.0374 70 -0.1301 71 -0.2504 72 -0.3640 73 -0.4435 74 -0.4719
75 0.0000 76 0.0000 77 0.0000 78 0.0000 79 0.0000 80 0.0000
WARTOSC MAKSYMALNA: 38 15.6685
WARTOSC MINIMALNA: 62 -1.0856
SCIANA X.Y
MOMENTY MX:
81 -0.4863 82 -4.9374 83 -6.8891 84 -7.4439 85 -0.7367 86 -10.2998 87 -14.6671
88 -15.9253 89 -0.6700 90 -14.9330 91 -21.7347 92 -23.7315 93 -0.4785 94 -18.3718
95 -27.1897 96 -29.8196 97 -0.3128 98 -20.4595 99 -30.5859 100 -33.6362 101 -0.2501
102 -21.1572 103 -31.7347 104 -34.9314
WARTOSC MAKSYMALNA: 101 -0.2501
WARTOSC MINIMALNA: 104 -34.9314
MOMENTY MY:
81 2.2991 82 4.9381 83 6.9650 84 7.7120 85 -3.0157 86 -5.5749 87 -7.0842
88 -7.5703 89 -5.4588 90 -10.7378 91 -14.2968 92 -15.5338 93 -6.5086 94 -13.0543
95 -17.6545 96 -19.2901 97 -6.9051 98 -13.9586 99 -19.0103 100 -20.8256 101 -7.0022
102 -14.1849 103 -19.3584 104 -21.2235
WARTOSC MAKSYMALNA: 84 7.7120
WARTOSC MINIMALNA: 104 -21.2235
MOMENTY KRAWEDZIOWE I SILY TNACE PRZYKRAWEDZIOWE [KNM/M , KN/M]:
---------------------------------------------------------------
KRAWEDZ PIONOWA - Z:
MK QZY QZX
1 -13.3444 13.4418 13.5436
2 -11.1007 7.3413 7.8672
3 -6.8556 3.2184 3.8169
4 -3.6798 1.1256 1.6653
5 -1.7929 0.2288 0.6729
6 -0.7990 -0.0917 0.2742
7 -0.2727 -0.2162 0.1127
8 0.1502 -0.4734 -0.1568
MAX: 0.1502 13.4418 13.5436
MIN: -13.3444 -0.4734 -0.1568
KRAWEDZ POZIOMA - X
MK QXY QXZ
1 13.6356 -9.0255 -20.4374
2 24.9822 -10.4972 -36.2278
3 32.2385 -11.7082 -44.8451
4 34.7154 -12.1491 -47.5868
MAX: 34.7154 -9.0255 -20.4374
MIN: 13.6356 -12.1491 -47.5868
KRAWEDZ POZIOMA - Y
MK QYX QYZ
1 9.6137 -7.7812 -15.3009
2 18.7785 -8.2567 -30.0308
3 26.2268 -9.0216 -39.8557
4 31.5485 -9.6368 -46.0355
5 34.6993 -10.0015 -49.4172
6 35.7387 -10.1196 -50.4909
MAX: 35.7387 -7.7812 -15.3009
MIN: 9.6137 -10.1196 -50.4909
Wyszukiwarka
Podobne podstrony:
Wyniki badań laboratoryjnych krwi psów i kotów praktyczna interpretacjaWyniki analityczne interpretacja raportyJak interpretować wyniki podstawowych badań medycznychWyniki A107ID2Różne interpretacje tytułu powieści Granica2014 xv smp final wynikiWyniki cw1Wyniki ?MBOkomunikacja interpersonalnaInterpretacja słów HiuzungiSkala makiawelizmu normy, interpretacjawięcej podobnych podstron