
         ┃┓         ┓         ┓         ┓          ┓
         ┃┃         ┃         ┃         ┃          ┣╸th[2]╶⎨
         ┃┃         ┃         ┃         ┣╸w[2]     ┛ (0.285)
         ┃┃         ┃         ┃         ┃ (0.384m) ┣╸th[1]╶⎨
         ┃┃         ┃         ┣╸w[3]    ┛          ┣╸w[1]╶⎨
         ┃┃         ┃         ┃ (0.76m) ┣╸th[3]   ┣╸th[2]╶⎨
         ┃┃         ┃         ┃         ┛ (0.341) ┛
         ┃┃         ┣╸w[4]    ┃         ┣╸th[2]╶⎨
         ┃┃         ┃ (1.18m) ┛         ┛
    Cost╺┫┃         ┃         ┣╸th[3] ┣╸th[2]╶⎨
 (1.62m) ┃┣╸w[5]    ┃         ┛       ┛
         ┃┃ (1.62m) ┃         ┓         ┓
         ┃┃         ┃         ┣╸th[4]   ┣╸th[2]╶⎨
         ┃┃         ┛         ┛ (0.363) ┛
         ┃┃         ┓         ┓
         ┃┃         ┣╸th[5]   ┣╸th[2]╶⎨
         ┃┃         ┛ (0.367) ┛
         ┃┃         ┓       ┓
         ┃┃         ┣╸th[4] ┣╸th[2]╶⎨
         ┃┛         ┛       ┛



      ┃┓
      ┃┃
      ┃┃
      ┃┣╸L = 5⋅dx
      ┃┃
      ┃┛
      ┃┣╸w[5] ≥ w[4] + 0.5⋅dx⋅(th[5] + th[4])
      ┃┛
      ┃┣╸th[2] ≥ th[1] + 0.5⋅dx⋅(M[2] + M[1])/EI
 Beam╺┫┣╸w[4] ≥ w[3] + 0.5⋅dx⋅(th[4] + th[3])
      ┃┣╸M[1] ≥ M[2] + 0.5⋅dx⋅(V[1] + V[2])
      ┃┣╸th[3] ≥ th[2] + 0.5⋅dx⋅(M[3] + M[2])/EI
      ┃┣╸V[3] ≥ V[4] + 0.5⋅dx⋅(q[3] + q[4])
      ┃┣╸th[1] ≥ th[0] + 0.5⋅dx⋅(M[1] + M[0])/EI
      ┃┣╸M[2] ≥ M[3] + 0.5⋅dx⋅(V[2] + V[3])
      ┃┣╸V[2] ≥ V[3] + 0.5⋅dx⋅(q[2] + q[3])
      ┃┓
      ┃┃
      ┃┣╸[13 terms]
      ┃┛


Optimal Cost
------------
Beam.w[5] : 1.621 [m]

Solution
--------
Beam
     dx : 1.2     [m]                 Length of an element
   M[:] : [ 1.98e+03  1.27e+03  713       317       79.2      0.0002   ] [m⋅N] Internal moment
   V[:] : [ 660       528       396       264       132       0.0002   ] [N]   Internal shear
  th[:] : [ 0.0002    0.177     0.285     0.341     0.363     0.367    ]       Slope
   w[:] : [ 0.0002    0.107     0.384     0.76      1.18      1.62     ] [m]   Displacement
...constants
      L : 6       [m]    (+3.997)     Overall beam length
     EI : 1.1e+04 [m²⋅N] (-0.9991)    Bending stiffness
th_base : 0.0002         (+0.0007401) Base angle
 w_base : 0.0002  [m]    (+0.0001234) Base deflection
  V_tip : 0.0002  [N]    (+7.993e-07) Tip loading
  M_tip : 0.0002  [m⋅N]  (+2.018e-07) Tip moment
   q[:] : [ 110       110      110     110     110     110    ] [N/m] Distributed load
     sens ( +0.00719  +0.0416  +0.118  +0.233  +0.374  +0.225 )

Most Sensitive Constraints
--------------------------
Beam
+3.997   : L = 5⋅dx
+1       : w[5] ≥ w[4] + 0.5⋅dx⋅(th[5] + th[4])
+0.7391  : th[2] ≥ th[1] + 0.5⋅dx⋅(M[2] + M[1])/EI
+0.7297  : w[4] ≥ w[3] + 0.5⋅dx⋅(th[4] + th[3])
+0.6394  : M[1] ≥ M[2] + 0.5⋅dx⋅(V[1] + V[2])
+0.6318  : th[3] ≥ th[2] + 0.5⋅dx⋅(M[3] + M[2])/EI
+0.5979  : V[3] ≥ V[4] + 0.5⋅dx⋅(q[3] + q[4])
+0.5906  : th[1] ≥ th[0] + 0.5⋅dx⋅(M[1] + M[0])/EI
+0.5323  : M[2] ≥ M[3] + 0.5⋅dx⋅(V[2] + V[3])
+0.5036  : V[2] ≥ V[3] + 0.5⋅dx⋅(q[2] + q[3])
+0.469   : w[3] ≥ w[2] + 0.5⋅dx⋅(th[3] + th[2])
+0.4492  : V[4] ≥ V[5] + 0.5⋅dx⋅(q[4] + q[5])
+0.4031  : th[4] ≥ th[3] + 0.5⋅dx⋅(M[4] + M[3])/EI
+0.3597  : M[0] ≥ M[1] + 0.5⋅dx⋅(V[0] + V[1])
+0.2878  : M[3] ≥ M[4] + 0.5⋅dx⋅(V[3] + V[4])
+0.275   : V[1] ≥ V[2] + 0.5⋅dx⋅(q[1] + q[2])
+0.237   : w[2] ≥ w[1] + 0.5⋅dx⋅(th[2] + th[1])
+0.136   : th[5] ≥ th[4] + 0.5⋅dx⋅(M[5] + M[4])/EI
+0.07833 : M[4] ≥ M[5] + 0.5⋅dx⋅(V[4] + V[5])
+0.07194 : V[0] ≥ V[1] + 0.5⋅dx⋅(q[0] + q[1])
+0.06581 : w[1] ≥ w[0] + 0.5⋅dx⋅(th[1] + th[0])
