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Anexo2Tabela.1
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Teoria das Estruturas II Reviso: 1 Pagina:Prof. Dr. Anselmo Monteiro Ilkiu UNITAU - Universidade de Taubat de:
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2 ANEXO 2 - Momento de engaste:3
4 VIGA BI-ENGASTADA:5
6 Caso 1: P7 FEMAB = P.L/88 A B9 FEMBA = P.L/8
10 FEMAB L/2 L/2 FEMBA11
12 L13
14 Caso 2: P15 FEMAB = P.b.a/L16 A B17 FEMBA = P.a.b/L
18 FEMAB a b FEMBA19
20 L21
22 Caso 3: q23 FEMAB = q.L/1224 A B25 FEMBA = q.L/12
26 FEMAB L FEMBA27
28 Caso 4: q29
30 A B31
32 FEMAB a FEMBA33
34 L35
36 FEMAB = [q.a/(12.L)].(6.L -8.a.L + 3.a)37
38 FEMBA = [q.a/(12.L)].(4.L - 3.a)39
40 Caso 5: Mo FEMAB = Mo.b.(2a - b)/L41 A B42 FEMBA = Mo.a.(2b - a)/L
43 FEMAB a b FEMBA44
45 L46
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49A.M.I.
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Teoria das Estruturas II Reviso: 1 Pagina:Prof. Dr. Anselmo Monteiro Ilkiu UNITAU - Universidade de Taubat de:
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51 Caso 6: qo52
53 FEMAB = qo.L/2054 A B55 FEMBA = qo.L/30
56 FEMAB FEMBA57 L58
59 Caso 7: qo60 FEMAB = 5.qo.L/9661 A B62 FEMBA = 5.qo.L/96
63 FEMAB FEMBA64 L65
66 VIGA ENGASTADA E APOIADA:67
68 Caso 1: P69 FEMAB = 3.P.L/1670 A B71
72 FEMAB L/2 L/273
74 L75
76 Caso 2: P77 FEMAB = (P/L).[b.a + (a.b/2)]78 A B79
80 FEMAB a b81
82 L83
84 Caso 3: q85 FEMAB = 9.q.L/12886 A B87
88 FEMAB L/2 L/289
90 L91
92 Caso 4: q93 FEMAB = q.L/894 A B95
96 FEMAB L97
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A.M.I.
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Teoria das Estruturas II Reviso: 1 Pagina:Prof. Dr. Anselmo Monteiro Ilkiu UNITAU - Universidade de Taubat de:
100 Caso 5:101 FEMAB = 3.E.I./L102 A B103 104 FEMAB105
106 L107
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153 FIM DO ANEXO154
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A.M.I.