Non-Generate Load Input

Trong khi input load vao sac, cac thong tin duoi day co the assume de dung

1. Handrail: 0.3 kN/m
2. Grating 52 kg/m2
3. Secondary weight
4. Anode weight alloy weight of 500kg
IPE 220 unit weight = 26.2 kg/m
Total run = 56.4 m @ 1000mm intervals = 56.4m*40 Nos * 26.2 = 59.107 MT
Cantilever 5.34m * 11 Nos * 26.2 = 1.54 MT
TBD if assumed wt to be reduced?
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Self-weight values:
8 mm thick floor plate = 0.616 kN/m²
12 mm thick floor plate = 0.924 kN/m²
38×5 grating = 0.526 kN/m²
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appurtenances weight in "offshore.vn"
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