TEORIA DAS ESTRUTURAS II

Calcule as reações de apoio da figura abaixo, sabendo que :L1 = 6,00m; L2 = 5,50 m; L3 = 5,80 m; L4 = 4,90 m; q1 = 28,50kN/m; q2 = 46,50 kN/m; q3=39,70 kN/m; q4 = 23,80 kN/m;EI1 = 1; EI2 = 2; EI3= 3; EI4 =1.




  • VA = 65,14kN; VB =246,10kN; VC = 234,04 kN; VD =190,63kN; VE = 65,14kN;
  • VA = 64,74kN; VB =235,19 kN; VC = 248,35kN; VD =183,71 kN; VE = 41,65kN; 
  • VA = 37,73kN; VB =235,19 kN; VC = 248,35kN; VD =183,71 kN; VE = 37,73kN;
  • VA = 64,74kN; VB =246,10kN; VC = 234,04 kN; VD =190,63kN; VE = 41,65kN;
  • VA = 65,14kN; VB =235,19 kN; VC = 246,10kN; VD =190,63kN; VE = 37,73kN;