FINITE ELEMENT ANALYSIS Chapter 3
It was considered a total load of 254.904 Kgs distributed in 786 nodes with load of 324.3Kgs for node along the whole floor, like it is shown in the figure N°2
FIGURE N° 2 |
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It was considered a total load pressure of 30.000 kgs on the lateral sides distributed in 208 nodes with a load pressure of 144.23 Kgs for node along all the lateral sides, like it is shown in the figure N°3.
FIGURE N° 3 |
It was considered a total load pressure of 100,000 kgs distributed in 195 nodes with load pressure of 612.2 Kg for node along all the front, like it is shown in the figure N°4.
FIGURE N° 4 |
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Load
pressure on the floor of 
