Analise Estrut

DCI A\n1.5kN\n B\n2.5kN\nAout 0 +2.5\nAdep 0 +2.5\nBout 2 +2.5 - 5 = -2.5\nBdep 2 -2.5\nCout 4 -2.5 + 2.5 = 0\n\nE + G\nA 0 0\nB 2 +2.5, 2 = 5\nC 4 2.5, 4 - 5 = 0 DCI A\n8.50 kN\nAout 0 0\nAdep 0 +25\nBout 5 25 - 50 = -25\nBdep 5 -25 + 25 = 0\n\n \nM 2.5 25.25 = 62.5\nE 2.5 - 50, 25 = 0 DCI A\n3kN\n B\n6kN\nAout 0 +3\nAdep 0 +3\nBout 3 +3 - 9 = -6\nBdep 3 -6 + 6 = 0\n\nTI \nA 0\nM 3,73 3 x 1,73 = 3,45\nB 3 3 - 9 = 0\n\n V(x) = 3 - x ^ 2 \n\n# 0 = 3 - x ^ 2 -> x = √3 = 1,73 m\nq(x) = 2 x\nf'(x) = 2,17 = 3,46 kN\nMf = 3,460 1,730 0,78\n\nMf = 1,74 kN.m 18kN-m\n6kN\nA 0\nA dep Ø =Ø\n=Ø +6 -6=Ø\nA 0 -18\nB 3 -18 +6.3=Ø 40kN\n20kN+\nG=20kN\n(m)\n0 x 2\nA sat Ø 0 Ø\nA dep Ø +20\nB sat 4 +20-20=Ø\nB dep 2 0\nA 0 -40\nB 2 -40 +20.2=0\nC 4 Ø P=56kN\nP= 22.86kN\nA= 3.5\nB= 1.5\n(m)\nA sat Ø 8\nA dep Ø+22.86\nB sat Ø+22.86-56=-33.14\nB dep 7 -33.14+5.14=24\ncat 10 24-24=Ø\na dep 19 Ø\nx=36.86\nx=22.86\nx=21.86\nA 0\nM 2.36 (22.86x2,86)-(8x7x3.50)\n 32.62\nB 7 (22.86x7)-(8x7x3.10)\n =35.98\nC (10 (22.36x10)-(8x10)x\n 10+(57.14x3)\n =01.02 DC\nSuso x (kN) V(kN)\nAat Ø Ø\nAdep Ø +5,5\nBat 2 +5,5 - 4 = 1,5\nBdup 2 +1,5\ncat 4 +1,5 - 10 = -8,5\nedge 4 -8,5 + 8,5 = Ø\n\n# A Ø\nB 2 (5,5 x 2) - (4 x 1) = 7\nM Ø 30 (5,5 x 2,30) - (4 x 1,30) \n- (1,5 x 0,15) = 7,225\nC 1 (5,5 x 4) - (4 x 3) - (10 x 1)\n= 0\n\n1,5 - x = x = 0,20\n8,5 - 2 - x \n DC I\nSuso k(m) V(kN)\nAat Ø Ø\nAdep Ø +27,36\nBeat 5 +27,36 - 35 = -7,64\nBdup 5 -7,64 - 10 = -17,64\ncat 7 -17,64 - 14 = -31,64\n31/64 edap 7 -31,64 + 31,64 = Ø\n\n#\n\n5 = x + d + 2 = 1,09\n5x = 35 7,64\n\nA 3,91 2,7,36 x 3,91 - 53,51 = 53,41\nB 5 27,36 x 5 - 35 x 2,5 = 49,3\nC 7 23,36 x 7 - 49 x 3,5 - 10 x 2 = 0,02\n DC II\nSuso x(m) V(kN)\nAat Ø Ø\nAdep Ø 27,84\nBed 2 27,84 - 10 = -17,84\nBdep 2 19,84 - 10 = -9,84\ncat 4 9,84 - 10 = -0,16\nedap 6 -0,16\nDdep 6 -0,16 - 27,36 = -27,52\ncat 7 27,52 = 27,52 0\n\nA Ø\nB 2 27,84 x 10 x 1 = 55,68\nM 1,963 27,84 x 3,68 - 19,84 x 1,984 = 9 x 1,948 = 55,36\nC 4 27,84 x 8 - 20 x 2 - 8 x 2 = 55,04\nD 6 27,84 x 6 - 20 x 4 - 9 x 4 = 55,36\nE 8 27,84 x 8 - 20 x 6 - 8 x 6\n\n10 - 0,16\n2 = x\nx = 0,032 Day\n \naA 0 e 125w\n\n( m) 2 2\n\n+ \n2.5 1.5\n\n\n\nSers e(m) \n k 7+1\n\n+ e 2 \n (Aod) 8 0 8.9 = 7.25\n (Aod) 2 12 0 5.25\n (Bod) 2 2 0 12.9 + E-2\n (Bdp) 2 2 0n 2.80\n (Cod) 4 4 0 21.04 + 0\n (Cdp) 4\n- \n -\n \n\n E ( E + G) \n\n A 8 0 E ( = 0 ) \n\n B 2 + + .98 - = 7.2 \n\n C 4 2, -5.23 0\n\n