Design a Roof Girder

Proiect
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Domeniu: Construcții
Conține 1 fișier: doc
Pagini : 32 în total
Cuvinte : 1150
Mărime: 224.46KB (arhivat)
Publicat de: Mina Ioan Bratu
Puncte necesare: 6
Profesor îndrumător / Prezentat Profesorului: Nicolae Giusca

Extras din proiect

1. CONCEIVING OF THE STRUCTURAL MODEL:

- axis (centroidal)

- connections

- span (between the reactions)

2. GEOMETRICAL FEATURES

2.1. Longitudinal profile

2.2. Characteristic cros-sections

3. STRUCTURAL MODEL

3.1. In service: lc=Lr = 5.20m

3.2. During transport: Lt = Lr-0.5=5.20-0.5=4.7 m

3.3. To transfer: Lr=5.20 m

4. LOADS:

Nr.crt. Loads (kN/m) Unfactored value n Factored value

1 Self weight 5.79 1.1 6.369

0.9 5.211

2 Roof elements 19.08 1.1 20.988

0.9 17.172

3 Monolith concrete between the roof members 2.074 1.3 2.281

0.9 1.866

4 Monolith concrete on the girder 1.351 1.3 1.486

0.9 1.215

5 Hydro-thermal insulation 6.909

0.9 6.218

Total permanent loads 35.204 31.124

6 Snow 2.7 1.5

1.17

Total loads 37.904 46.686

36.374

 Self weight:

450

100 270

50

500

350

220

 Roof elements:

GECP 181.15 ……… 68.3 kN

GECP 2LT/4 ………

 

 Monolith concrete between the roof members:

 } 

} 

 Monolith concrete on the girder:

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