Table of Contents 1 98

10A. DIMENSIONING PART 1/4

The 10th Module is called "DISCUSSION" and includes the following groups of commands: 4
1. Part 1/4 GENERAL REQUIREMENTS FOR ALL MATERIALS 4
Scenarios 5
OBSERVATIONS: 5
1.1.1 Storage and import of modified armaments 6
PROCEDURE: 6
1.2 List 7
1.3 Parameters 7
ATTENTION 8
1.3.1 Combinations 9
OBSERVATION: 9
1.3.1.1 Level Factors 11
ATTENTION: 11
1.3.1.2 Automatic Study Sizing 11
1.3.1.3 Recalculation of the sizes of CAN.Ltd. 12
OBSERVATION: 12
"Material parameters" 13
"Parameters for calculation of beam strength moments" 13
NEW! "Level of performance for the calculation of aid" 14
Attention! 14
1.3.1.4 Active Sizing Material 14
1.3.1.5 Materials 14
OBSERVATIONS: 15
1. Purely new construction 15
Note 16
2. Purely existing construction 18
& SKYRODEMA 20
& HALYVAS: 21
3. Existing construction and addition of new construction 23
OBSERVATION: 23
1.3.1.6 Corrosion 24
CAMPSY 24
= 1, 00− 1, 30 X 24
= 1, 00 24
θu 25
θu (1) 25
ADVERTISEMENT 25
1.3.2 Plates 26
1.3.2.1 Sizing of the plates with input by the designer of more than one combination. 27
OBSERVATION: 28
1.3.3 Beams 29
1.3.3.1 Bend 29
1.3.3.2 Shear 29
1.3.3.3 Economic growth 30
1.3.3.4 Cranking 30
ATTENTION: 30
1.3.3.5 Functionality 30
EXAMPLE: 32
1.3.3.6 Pedestals 32
OBSERVATIONS: 33
1.3.3.7 Parameters for calculating the strength moments of the beams 33
1.3.4 Pillars 34
1.3.4.1 For EKOS-EAK scenario 34
1.3.4.1.1 Economic Growth 34
1.3.4.1.2 Cranking 34
ATTENTION: 34
1.3.4.1.3 Near Pillars 35
1.3.4.1.4 Critical wall length 36
1.3.4.2 For EUROCODE scenario 37
1.3.4.2.1 Economic Growth 37
1.3.4.2.2 Critical wall length 37
1.3.4.2.3 Circumference 38
EXAMPLE: 40
1.3.4.2.4 Twilight 40
1.3.4.2.5 Cranking 40
1.3.4.2.6 Node Control L/S Control 41
1.3.5 Sandals 43
1.3.5.1 For EKOS-EAK scenario 44
1.3.5.2 For EUROCODE scenario 46
1.3.6 Armaments 46
1.3.6.1 Armaments - Plates 47
1.3.6.2 Reinforcements - Supports-Walls 48
1.3.6.3 Armaments - Beams & Brackets 51
• IMPORTANT NOTE: 52
COMMON APERTURE ARMAMENT: 52
• NOTE: 55
• CONCLUSIONS: 55
NEO! 56
NEO! (1) 57
• OBSERVATION: 57
1.3.6.4 Pedestals 58
1.3.6.5 Armaments - Sandals 58
1.3.7 Iconic Node 59
OBSERVATION: 60
1.3.7.1 Other ways of exempting an address from the control of the addressee 61
1.3.8 Iron 65
EXAMPLE: 66
1.3.9 Wooden 71
EXAMPLE 72
Safety factors gM 72
Class of operation of structures - influence of moisture content percentage (MoC) 72
Charging duration categories 73
1.4 Consolidation of Members 75
Important notes: 75
Basic concepts of bending about strong and weak axis. 76
What does the corresponding bending length ly and lz mean: 76
EXAMPLE: 76
• NOTE 77
• OBSERVATION 79
1.4.1. Automatic Consolidation 79
EXAMPLE: 81
1.4.2. User Consolidation 83
1.4.5. Consolidation of concrete columns 83
1.4.5. Show 84
1.4.6. Correction 84
• ATTENTION 85
1.4.7. Selective deletion 85
1.4.8. Total deletion 85
2. Member Charts 86
OBSERVATIONS: 87
Mounting angle 0, angle beta=0 87
Mounting angle 90, angle beta=90 88
Ex-post change of beta angle 89
2.2 Table Min-Max Intensives 92
2.3 Node displacements 93
OBSERVATION 94
2.4 Intensive Surface 95
OBSERVATION 95
OBSERVATION: 96
2.5 Plate diagrams 97
OBSERVATION 97
2.6 Category - Beam Material / Pillar Material 98
Writing the characteristics of the material on the elements 98

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