Engineering, 04.10.2021 21:50 Soloved
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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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 cá...
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