CONCRETO ARMADO - TABELAS, Notas de estudo de Teoria das Estruturas

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3.2.6. Starre Einspannung der drei Rânder Gil, 025] 03 | 04 | 05] 06] 07] 08| 09] 10] 11) 12] 13| 14] 15 Sa = 6,70] 6,80] 7,26] 7,80] 8,79] 9,98] 11,41] 13,08] 14,98] 17,12] 19,50] 22,13| 25,03] 28,14 Sm =— 215) 227] 271] 3,48) 4,45] 5,77] 7,41] 0,85] 11,59] 14,11) 16,90] 19,04| 23,22] 26,73 a = 57,08] 37,91] 25,43] 22,78] 23,16] 24,02] 27,49] 30,65] 34,30] 38,42] 43,01] 48,06] 58,61] 59,66 oa = 10,24] 18,01] 10,60] 10,64] 11,87] 13,94] 16,73] 20,18] 24,20 | 20,02) 34,85] 40,26] 46,71] 53,60 mem =-[P] 20] 2m| 301] 408] 6,06] 8,81] 11,34) 14,20] 17,50] 21,28] 25,28] 29,06 34,30] 39,47 a = -16,07 |-26,67 |-267,52] 88,06] 62,86] 63,84) 79,38] 89,55/112,97 [145,48] 189,93] 250,44] 332,89] 445,63 ma = 104,17| 62,46] 43,24] 41,67] 48,00] 58,45] 72,73] 89,55/108,70 [131,53 [156,52] 183,69/213,04/244,56 vi, -=0,88| 0,8 | 0,75] 07 | 0,65] 0,6] 0,55] 0,5| 0,45] 04 | 0,35] 032] 0,3] 0,28 fm 220) 221] 202] 1,88) 1,88] 1,85] 1,92] 202) 214] 2,28] 248] 2,60] 2,77] 295 dem = frhi) one] 017] 0,23] 0,33] 0,47] 0,68] 0,04] 1,24] 1,57] 1,80] 2,20] 248] 2,73] 206 Bem = 0,97] 0,98] 1,05] 1,17] 1,84] 1,58] 1,78] 1,94] 2,16] 238] 2,59] 281] 3,03] 3,26 E le = Fa 0,0901 [0,0786 | 0,0457 [0,02720,0163 0,099] 0,0062/ 0,0040]0,0027 |0,0018] 0,0013] 0,0009] 0,0007]0,0005 Mrermin — Tm fas = ge gua TÚ Pee ua uidyoojyaay ajuofniad Appaspid ndo yo ojsofupod Bnyposprdr ua)