EXAMPLE 4. METAL STUDY CONSTRUCTION WITH 3D DWG

CONTENTS 2
INTRODUCTION 3
THE NEW ENVIRONMENT 3
1. GENERAL DESCRIPTION 5
1.1 Geometry 5
1.2 Materials 5
1.3 Regulations 5
1.4 Cross sections 6
1.5 Loading - analysis assumptions 6
1.6 Comments 6
2. DATA IMPORT - MODELLING 7
2.1 How to start a new study 7
OBSERVATION: 9
2.2 New Study 10
2.3 Create the Model of the construction from 3D dwg file 10
2.3.1 Preparation of 3D dwg file 11
BASIC DESIGN REQUIREMENTS: 12
2.3.2 Insertion of an auxiliary drawing and identification of cross-sections 13
BASIC CONDITION FOR THE INTRODUCTION OF THE 3D PROJECT: 14
EXCEPTION: 20
2.4 Installation of pedestals and connecting beams 22
NOTE: 23
3. IMPORTATION OF GOODS 25
3.1 How to enter wind and snow loads in the automatic way based on Eurocode 1 25
3.1.1 Parameters 25
3.1.2 Wall Treatment 26
3.1.3 Roof treatment 28
3.1.4 Wind Show 28
3.1.5 Snow Show 28
3.1.6 Matching members 28
• Semi-automatic Process 29
3.1.7 Results 31
4. ANALYSIS 34
4.1 How to create an analysis script: 34
OBSERVATION 39
4.2 How to run an analysis script: 40
OBSERVATION: 40
4.3 How to create combinations of charges: 45
5. RESULTS 48
5.1 How to view diagrams and deformations: 48
5.1.1 Body+ "Deformed Body" 49
5.1.2 Charts - Equalisation 50
6. DIMENSIONING OF METALLIC SECTIONS 51
6.1 How to create dimensioning scripts : 51
6.2 How to determine the parameters of the dimensioning metal sections: 52
▪ "EFFELCISM" 55
▪ "DISTRICT" 56
6.3 Dimensioning of steel sections: 58
6.3.1 Consolidation of Members 58
IMPORTANT NOTES: 58
NOTE 59
OBSERVATION 59
6.3.1.1 Automatic Consolidation 60
6.3.1.2 User Consolidation 62
6.3.2 Control of metallic sections: 63
NOTE: 66
6.3.3 Buckling control of steel sections: 66
7. Dimensioning of connections 70
7.1 How to dimension the connections of the metal members: 70
8. FIELD SIZING 75
8.1 How to size the sandals: 75
OBSERVATION: 75
9. PROMOTION 76
10. DESIGN 78
10.1 How to enter the plans of the links: 78
C:\scadapro\ "Study" \scades_Synd\sxedia 78
11. COPY 81
11.1 How to create the study issue: 81

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