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.) ANSWERS 1- Mmax distance to the A support x(m)=? , Mmax(kNm) = ? 2- Elastic support collapse y(m)= ? !! Work with 4 digits after the point !!