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where d is the face width of the column.
Fw and r are the face width and radius of the circle enclosing a column cross section, respectively.
From the graphs, all the necessary parameters of the gearbox such as number of stages, modules, face width of gears, and shaft diameter can be derived.
These colonnades consist of pentagonal or hexagonal faces and have the largest face widths from 1.3 to 9 m (mean face width: ~2.9 m).
c) Measurement of diameters and face widths, the largest values observed in Mt. Mudeung area; The maximum face width of colonnades is approximately 9 m. Figure S5.
Most colonnades in the Geopark are located in regions higher than 700 masl and show elevation-dependent variations in the mean face width of the columns.
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Table 3 shows the changes in solution structure, i.e., facings, visible facing width and order frequencies.
We use the model CSRPBS to optimize facings, visible facing width and order frequencies, and solve it using the MIP introduced in Sect. 4 (cf. Eqs. 6 10).
To handle the non-linearity, we precalculate the associated profit (p_{i} k_i,b_i,f_i)) and space requirements in the show- and backroom ((s^mathrm{{SR}}_{i} k_i,b_i,f_i)), (s^mathrm{{BR}}_{i} k_i,b_i,f_i))) for each item i and each possible combination of facings, visible facing width and order frequencies.
If face widths and growth rates are correlated, the growth rate of the columnar joints of the colonnades should be consistent with the larger face widths.
We missed some face widths of the columns because the missed faces were inaccessible.
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