Civil Engineering Reference
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Fig. 3.14
F.E. model of lower frame
Table 3.2 Preliminary analysis results
Structural module
Maximum deformation (mm)
Maximum stress (MPa)
Margin of safety
Mounting plate
3.69
138
0.087
Lower frame
0.13
33.17
3.522
Basis unit walls
0.0096
11.05
12.57
Basis plate
1.15
127.78
0.174
Upper frame
0.097
11.09
12.53
Base plate
5.93
129.24
0.161
Fig. 3.15
Stress distribution of preliminary base plate
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