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Statika e konstruksioneve 1 - Detyra 3

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Statika e konstruksioneve 1 - Detyra 3

  1. 1. Statika e konstruksioneveDetyra III1.Me metodën statike të caktohen vijat ndikuese për reaksionet e shënuara dhe forcave prerëseM,T,N në prerjen e shënuar. L1 0,2L1 0,8L1 0,2L2 L2 0,2L1 0,8L2 L1 L2 P1 P2 q1 q2 Sistemi m m kN kN kN/m kN/m 3 12,0 10,0 32,0 24,0 10,0 16,0Mergim Emini (74/10)
  2. 2. Statika e konstruksioneve Zgjidhje: 4,0 8,0 A G1 B G2 C D G3 E m 12,0 2,40 9,60 2,0 10,0 2,40 8,0V.N. V.N. + +“Ay” “Ey” 1,0 1,0V.N. + + V.N.“G1” “G3” 1,0 1,0 V.N. “By” + + 1,0 1,2 0,25 - - V.N. + “G2” 1,0 0,24 0,3 - - V.N. “Cy” + + 1,0 1,2 0,2 V.N. “Dy” 0,05 + + 1,0 1,24 V.N. “Mm” 2,666 - 0,333 V.N. “Tm” 0,666 + Mergim Emini (74/10)

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