
          ┃┓          ┓          ┓         ┓         ┓
          ┃┃          ┃          ┃         ┃         ┣╸M[0]╶⎨
          ┃┃          ┃          ┣╸th[2]   ┣╸th[1]   ┛ (1,250m·N)
          ┃┃          ┃          ┃ (0.209) ┛ (0.151) ┣╸M[1]
          ┃┃          ┃          ┛         ┣╸M[1]
          ┃┃          ┣╸w[2]     ┓
          ┃┃          ┃ (0.425m) ┣╸th[1]╶⎨
          ┃┃          ┃          ┛
          ┃┃          ┃          ┓          ┓
     Cost╺┫┃          ┃          ┣╸w[1]     ┣╸th[1]╶⎨
 (0.782m) ┃┣╸w[3]     ┛          ┛ (0.126m) ┛
          ┃┃ (0.782m) ┓        ┓       ┓       ┓
          ┃┃          ┃        ┃       ┃       ┣╸M[0]╶⎨
          ┃┃          ┣╸th[3]  ┣╸th[2] ┣╸th[1] ┛
          ┃┃          ┃ (0.22) ┃       ┛       ┣╸M[1]
          ┃┃          ┛        ┛       ┣╸M[1]
          ┃┃          ┓       ┓
          ┃┃          ┃       ┣╸th[1]╶⎨
          ┃┃          ┣╸th[2] ┛
          ┃┛          ┛       ┣╸M[1]



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


Optimal Cost
------------
Beam.w[3] : 0.7825 [m]

Solution
--------
Beam
     dx : 1.667  [m]                 Length of an element
   M[:] : [ 1.25e+03  556       139       0.000202 ] [m·N] Internal moment
   V[:] : [ 500       333       167       0.0002   ] [N]   Internal shear
  th[:] : [ 0.0002    0.151     0.209     0.22     ]       Slope
   w[:] : [ 0.0002    0.126     0.425     0.782    ] [m]   Displacement
...constants
      L : 5      [m]    (+3.995)     Overall beam length
     EI : 1e+04  [m²·N] (-0.9985)    Bending stiffness
th_base : 0.0002        (+0.001278)  Base angle
 w_base : 0.0002 [m]    (+0.0002556) Base deflection
  V_tip : 0.0002 [N]    (+1.035e-06) Tip loading
  M_tip : 0.0002 [m·N]  (~0)         Tip moment
   q[:] : [ 100      100     100     100    ] [N/m] Distributed load
     sens ( +0.0308  +0.173  +0.468  +0.327 )

Most Sensitive Constraints
--------------------------
Beam
+3.995  : L = 3·dx
+1      : w[3] ≥ w[2] + 0.5·dx·(th[3] + th[2])
+0.8023 : th[1] ≥ th[0] + 0.5·dx·(M[1] + M[0])/EI
+0.6663 : th[2] ≥ th[1] + 0.5·dx·(M[2] + M[1])/EI
+0.6533 : V[2] ≥ V[3] + 0.5·dx·(q[2] + q[3])
+0.641  : M[1] ≥ M[2] + 0.5·dx·(V[1] + V[2])
+0.567  : V[1] ≥ V[2] + 0.5·dx·(q[1] + q[2])
+0.5547 : M[0] ≥ M[1] + 0.5·dx·(V[0] + V[1])
+0.5435 : w[2] ≥ w[1] + 0.5·dx·(th[2] + th[1])
+0.2344 : th[3] ≥ th[2] + 0.5·dx·(M[3] + M[2])/EI
+0.2096 : M[2] ≥ M[3] + 0.5·dx·(V[2] + V[3])
+0.1849 : V[0] ≥ V[1] + 0.5·dx·(q[0] + q[1])
+0.1609 : w[1] ≥ w[0] + 0.5·dx·(th[1] + th[0])