EXAMPLE 5. NEW BUILDING DESIGN FROM LOAD-BEARING MASONRY

EXAMPLE 5: 'DESIGN OF A LOAD-BEARING MASONRY BUILDING' 2 CONTENTS FOREWORD ................................................................................................................................................ 3 INTRODUCTION .......................................................................................................................................... 3 THE NEW ENVIRONMENT ........................................................................................................................... 3 1. GENERAL DESCRIPTION ...................................................................................................................... 5 1.1 G EOMETRY ............................................................................................................................................................................ 5 1.2 MATERIALS ............................................................................................................................................................................ 5 1.3 R EGULATIONS ....................................................................................................................................................................... 5 1.4 L OAD - ANALYSIS DELIVERY .................................................................................................................................................. 5 1.5 O BSERVATIONS ..................................................................................................................................................................... 6 2. DATA IMPORT - MODELLING ............................................................................................................. 7 2.1 N EW CONSTRUCTION STUDY OF LOAD - BEARING MASONRY .............................................................................................. 7 2.2 M ASONRY LIBRARY FOR WALL DEFINITION ......................................................................................................................... 8 2.3 L ITHOSOME ......................................................................................................................................................................... 11 2.4 CONIAMA ............................................................................................................................................................................ 14 2.5 V ECTOR MODELLING ........................................................................................................................................................... 18 2.5.1 Typical constructions ............................................................................................................ 18 2.5.2 Automatic Face Recognition ................................................................................................. 19 2.6 D ETERMINATION OF GRID GROUPS ................................................................................................................................... 23 2.7 D ETERMINATION OF SUBGROUPS OF GRIDS ..................................................................................................................... 24 2.8 D ETERMINATION OF THE OUTER LIMIT OF THE PAVING AND THE CORRESPONDING GRID ............................................. 25 2.9 G RID CALCULATION ............................................................................................................................................................ 27 2.10 M ATHEMATICAL MODEL CALCULATION ............................................................................................................................. 28 3. IMPORTATION OF GOODS ............................................................................................................... 33 4. ANALYSIS ......................................................................................................................................... 36 4.1 E XECUTION OF ANALYSIS OF A LOAD - BEARING MASONRY STRUCTURE ACCORDING TO THE E UROCODE ..................... 36 5. RESULTS ........................................................................................................................................... 41 5.1 A PPEARANCE OF CARRIER DEFORMATIONS WITH SURFACE ELEMENTS ........................................................................... 41 6. DIMENSIONING ................................................................................................................................ 43 6.1 C REATION OF A DIMENSIONING SCENARIO FOR THE VERIFICATION OF A LOAD - BEARING MASONRY STRUCTURE BASED ON THE E UROCODE 43 6.2 V ERIFICATION PROCEDURE FOR LOAD - BEARING MASONRY STRUCTURES ACCORDING TO E UROCODE 6................45 6.3 C ONTROLS S IMPLE .............................................................................................................................................................. 49 6.4 CONTROL ............................................................................................................................................................................. 50 6.5 C ONTROLS T OTAL ............................................................................................................................................................... 51 6.6 S HOW EXHAUSTION REASONS WITH C OLOR G RADING .................................................................................................... 52 7. COPYRIGHT ...................................................................................................................................... 53