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KA(EI)= 0,0403
q(kN/m)= 40,99
P(kN)= 95,66
L1(m)=1,75 L2(m)=3,00
The dimensions of the foundation at point A and B are 3mx4m.Find
the location (distance to the A support) and value of the maximum
moment in the A-C bar. Find the collapse in the elastic support. (30P)
(E is constant in all bars. Work only with bending effects.)
1- Mmax distance to the A support x(m)=? , Mmax(kNm) = ?
2- Elastic support collapse y(m)= ?
!! Work with 4 digits after the point !!