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ARDIENTE

Group Work - See inside

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MECHANICS

Even though the maximum stress obtained is

acceptable, considering a moment in between points

A-B and B-C, the deflection is very high (455 mm by

hand, 105 mm in FEA). Given such unacceptable

deflection, it means that the module would have noise

problems that could represent discomfort for the users

in the rooms.

However, if an improvement was to be made, for

example by increasing the sheet thickness to 8 mm,

the final deflection could be reduced to a minimum of

1.65 mm according to FEA. Unfortunately, this solution

cannot be accepted as it would increase considerably

the weight of the project and decrease the efficiency of

the heat gain.

FIGURE 55: DIANA STRESSES TOP WIND LOAD

FIGURE 56: DIANA DEFLECTIONS TOP WIND LOAD

Top Wind Load

Results Improved DIANA Required

σ max 8.73 N/mm 2 <310 N/m 2

δ max 1.65 mm <2 mm

FIGURE 57: DIANA DEFLECTIONS IMPROVED

TABLE 5: CASE 1A - RESULTS OF IMPROVED TOP WIND LOAD - B=8MM

45

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