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Heavy duty transfer, Positioning table, Rail, Parallel gripper, Linear axis
Text version of the page
| 174 | ||||||||||
| COMPACT UNIVERSAL SLIDES KUS CALCULATION PRINCIPLES | ||||||||||
| The load values given in the technical data are maximum values for a single load. For the combined loads occurring in practice, the following calculations are applicable: | ||||||||||
| LOAD CALCULATIONS a) Dynamic loading for horizontal use Mx = 0.001 • m • g • Ly My = 0.001 • m • (g • (Lx - Kx) + 25 • Lz) Mz = 0.001 • m • 25 • Ly Combined dynamic loading for horizontal use: B = + My max (Mx + Mz) max " b) Dynamic loading for vertical use My = 0.001 • m • (g + 25) • Lz Mz = 0.001 • m • (g + 25) • Ly Combined dynamic loading for vertical use: B = My max Mz max < | ||||||||||