Displacement
piecewise(x <= 0,0,x < 1/2,-3839/370800*x^3+183359/37080000*x+1/240*x^4-1/2000*x^2,x = 1/2,undefined,x <= 1,2959/370800*x^3-209/120000+652421/37080000*x-7/250*x^2+1/240*x^4,x < 3/2,-6997/185400*x^3+15209/154500*x^2-3536761/37080000*x+377167/12360000+1/240*x^4,x = 3/2,undefined,x < 2,-1799/92700*x^3+9851/618000*x^2+1011101/37080000*x-183607/6180000+1/240*x^4,2 <= x,0)
Bending Rotation
piecewise(x <= 0,0,x < 1/2,-3839/123600*x^2+6413/1483200+1/60*x^3,x = 1/2,undefined,x < 1,2959/123600*x^2+26807/1483200-11/200*x+1/60*x^3,x = 1,0,x < 3/2,-6997/61800*x^2+12229/61800*x-144829/1483200+1/60*x^3,x = 3/2,undefined,x < 2,-1799/30900*x^2+254/7725*x+38717/1483200+1/60*x^3,2 <= x,0)
Shear Deformation
piecewise(x <= 0,0,x < 1/2,-1/1000*x+3839/6180000,x = 1/2,undefined,x < 1,-1/1000*x-2959/6180000,x = 1,0,x < 3/2,-1/1000*x+6997/3090000,x = 3/2,undefined,x < 2,-1/1000*x+1799/1545000,2 <= x,0)
Bending Moment
piecewise(x <= 0,0,x < 1/2,3839/618*x-5*x^2,x = 1/2,undefined,x < 1,-2959/618*x+11/2-5*x^2,x = 1,0,x < 3/2,13994/309*x-12229/309-10*x^2,x = 3/2,undefined,x < 2,7196/309*x-2032/309-10*x^2,2 <= x,0)
Shearing Force
piecewise(x <= 0,0,x < 1/2,-10*x+3839/618,x = 1/2,undefined,x < 1,-10*x-2959/618,x = 1,0,x < 3/2,-20*x+13994/309,x = 3/2,undefined,x < 2,-20*x+7196/309,2 <= x,0)
Support Forces
[6.211974110, 40.07605178, 16.71197411]
