Table of Contents 1 134

10B. DIMENSIONING PART 2/4

CONTENTS 2
• Part 2/4 COMMANDS FOR BETTING 5
1.1 Beam continuations 6
1.1.1 Beam Consolidation/Registration of Beam Consolidation 6
OBSERVATION: 7
1.1.2 Find Selective/ Find Total 8
1.1.3 Deletion Selective/ Total deletion 8
1.1.4 Arming preferences 9
EXAMPLES: 9
OBSERVATION: 10
1.1.5 Right key operation in Dimensioning 10
1.2.1 Selectively 11
1.2.2 Overall 11
1.2.2.1 Miscommunications and Symbols 11
1.2.2.2 Avoiding synergy failure in the beams 12
1.2.2.3 How to calculate the anchorage lengths lbd 13
OBSERVATIONS: 13
1.3 Results 14
1.3.1 Editor Old Rules of Procedure 14
1.3.2 In summary 15
1.3.3 Investigation 16
1.3.4 Armament details 16
1.3.5 Strength calculation 17
EXCEPTION: 17
1.3. § Calculation of M-N interaction diagrams 17
OBSERVATION: 17
ATTENTION: 19
1.3.5.1 Strength Calculation Selectively 19
1.3.5.2 Overall strength calculation 20
EXCEPTION: 20
1.3. § Display of depletion ratios and other variables with Color Grading 22
OBSERVATIONS: 24
• Reason for overarmouring 26
• As bending reinforcement (cm^2) 27
• Asw/s Shear reinforcement (cm^2/m) 28
• Reasons for bending fatigue 29
• Reasons for shear exhaustion 30
OBSERVATION: 30
2.1 Characterization 31
2.1.1 Pillars 31
ATTENTION: 31
2.1.2 Totes 32
ATTENTION: 32
OBSERVATION: 32
2.2 Resolution 33
OBSERVATIONS: 33
2.2.1 Selectively 34
2.2.2 Overall 34
2.2.3 Delete Selectively 34
2.2.4 Deletion Total 34
2.2.5 Results 34
2.2.6 Investigation 34
OBSERVATIONS: 35
3.1 Lament 35
3.2 Arming control 35
3.2.1 Selectively 36
3.2.2 Overall 36
3.2.3 Delete Selectively 37
3.2.4 Deletion Total 37
3.3 Results 37
3.3.1 Editor Old Rules Editor 37
3.3.2 Results 39
3.3.3 Investigation 39
3.3. § Display of depletion ratios and other variables with Color Gradation 41
NOTES 42
• Reason for overarmouring 44
you will get the following picture: 44
• As bending reinforcement (cm^2) 45
• Reasons for bending fatigue 46
3.3.4 Armament details 47
3.3.5 Strength calculation 47
3.3. § Calculation of M-N interaction diagrams 47
• CHART CALCULATION 47
• SCHEMATIC ILLUSTRATION 48
• HORIZONTAL MAXIMUM PRICE BAR 50
• SEARCH FOR POINTS ON THE DIAGRAM 51
1. To display the horizontal curves of the diagram 51
2. For the calculation of the strength moments with given N-My-Mz 52
• EXTENSION OF POINTS ABOVE THE DIAGRAM 55
• THREE-DIMENSIONAL REPRESENTATION OF THE INTERACTION DIAGRAM 55
for all columns of the structure and all levels. 58
3.3.6 Node control 60
3.4 Parameters 61
3.5 Check 61
Diagonal tensile cracking 61
Failure from diagonal grief 61
3.6 Results 62
OBSERVATIONS: 63
• Required A prerequisite for performing the node checks is the creation of the M-N interaction diagrams. 63
4.1.1. Selectively 64
ATTENTION: 65
OBSERVATION: 65
4.1.2. Overall 65
4.1.3. Delete Selectively 65
4.1.4. Deletion Total 65
4.2. Results 66
4.2.1. Editor 66
4.2.2. In summary 69
4.2.3. Investigation 70
5.1 Solving Intersections 71
5.1.1 Selectively 71
5.1.2 Overall 71
5.1.3 Selectively (Adverse loadings) 71
5.1.4 Total (Adverse loadings) 72
5.2.1 Flat Slabs 72
5.2.1.1 Parameters 73
5.2.1.1.1 Instructions for inserting support lines on flat slabs 75
5.2.1.2 Calculation of Loading Lanes 77
5.2.1.3 Display X, Z 77
5.2.1.4 Diagrams X, Z 78
5.2.1.5 Results 78
5.2.2 Perforation 81
5.2.2.1 Selectively 81
OBSERVATION: 86
ILLUSTRATIVE SCHEMATIC OF PERFORATION REINFORCEMENT: 90
5.2.2.2 Overall 91
5.2.2.3 Edit 91
5.2.2.4 User Control 91
5.2.4 Composite Plates 91
5.2.5 Stairs 92
5.2 Results 94
5.3.1 Editor 94
5.3.1.1 Reinforcements - Valuation and reinforcement of plates 95
5.3.1.1.1 Working course 102
5.3.1.1.2 Issue 104
5.3.1.1.3 Comments 104
5.3.1.1.4 Errors 105
5.3.1.1.5 Study Issue 111
5.3.2 Sections of plates 111
OBSERVATIONS: 112
5.3.2.1 Deformation Control 112
OBSERVATION: 113
5.3.3 M diagrams 114
5.3.4 Diagrams Q 115
5.3.5 M diagrams (adverse loads) 115
5.3.6 Q charts (adverse loads) 115
1. Parameters 117
2. Show Required Armament (Combinations) 117
3. Calculation of the final required armament 117
4. Show Minimum Required by Regulation 117
5. Basic Armament Adequacy Check against Minimum 117
6. Arming areas 117
7. Calculation - Updating Area Armaments 117
6.1 Parameters 118
EXAMPLE: 119
6.2 Show Required Armament (Combinations) 119
6.3 Calculation of the final required armament 122
6.4 Show Minimum Required Armament by Regulation 122
6.5 Basic Armament Adequacy Check against Minimum 122
6.6 Arming areas 122
EXAMPLE: 123
I. Automatic mode 125
EXAMPLE: 126
6.8 Showing Required Armament (As) 126
6.9 Show Mounted Armament (As) 127
6.10 Armament Adequacy Check 128
II. Manual mode 131
EXAMPLE: 132
"Update." 132
"Update." 133
OBSERVATION: 134

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