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beam_output.txt
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beam_output.txt
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┃┓ ┓ ┓ ┓ ┓
┃┃ ┃ ┃ ┃ ┣╸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╺┫┃ ┃ ┓ ┓
(1.62m) ┃┣╸w[5] ┃ ┣╸th[4] ┣╸th[2]
┃┃ (1.62m) ┃ ┛ (0.363) ┛
┃┃ ┃ ┣╸th[3] ┣╸th[2]
┃┃ ┛ ┛ ┛
┃┃ ┓ ┓
┃┃ ┣╸th[5] ┣╸th[2]
┃┃ ┛ (0.367) ┛
┃┃ ┓ ┓
┃┃ ┣╸th[4] ┣╸th[2]
┃┛ ┛ ┛
┃┓ ┓
┃┃ ┃
┃┃ ┣╸L = 5·dx
┃┃ ┛
┃┃ ┓
┃┃ ┃
┃┃ ┣╸L = 6m
┃┃ ┛
┃┃ ┣╸EI = 11,000N·m²
Model╺┫┃ ┣╸w[5] ≥ w[4] + 0.5·dx·(th[5] + th[4])
┃┣╸Beam ┣╸th[2] ≥ th[1] + 0.5·dx·(M[2] + M[1])/EI
┃┃ ┣╸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
┃┃ ┓
┃┃ ┃
┃┃ ┣╸[17 terms]
┃┛ ┛
Free Variables
--------------
dx : 1.2 [m] Length of an element
M : [ 1.98e+03 1.27e+03 713 317 79.2 0.0002 ] [N·m] 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