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Cho P1= XdaN, P2=3.X daN, P= 2.X (daN). a=1m, b=2m,MCN hình tròn d= (100+X)mm1/ Tính nội lực tại các mặt cắt cách ngàm 0,5m; 1m; 1,5m;2,5m2/ Vẽ biểu đồ nội lực.3/Khi cho trọnglượng riêng = 7680kg/m3

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Snowziumidn

Answer:

Please explain it in English so that i can help or you need someone else who can speak Vietnam

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