BIS IS 1905 : 1987 AMD 1 2010
Current
The latest, up-to-date edition.
CODE OF PRACTICE FOR STRUCTURAL USE OF UNREINFORCED MASONRY
12-01-2013
0. FOREWORD
1. SCOPE
2. TERMINOLOGY
3. MATERIALS
4. DESIGN CONSIDERATIONS
5. STRUCTURAL DESIGN
6. GENERAL REQUIREMENTS
7. NOTATIONS AND SYMBOLS
APPENDIX A - SOME GUIDELINES FOR ASSESSMENT
OF ECCENTRICITY OF LOADING ON
WALLS
APPENDIX B - CALCULATION OF BASIC COMPRESSIVE
STRESS OF MASONRY BY PRISM TEST
APPENDIX C - GUIDELINES FOR DESIGN OF MASONRY
SUBJECTED TO CONCENTRATED LOADS
APPENDIX D - GUIDELINES FOR APPROXIMATE DESIGN
OF NON-LOAD BEARING WALL
APPENDIX E - NOTATIONS, SYMBOLS AND ABBREVIATIONS
Specifies recommendations for structural design aspect of unreinforced load bearing ad non-load bearing walls, constructed with solid or perforated burnt clay bricks, sand-lime bricks, stones, concrete blocks, lime based blocks or burnt clay hollow blocks in regard to the materials to be used, maximum permissible stresses and the methods of design.
Committee |
CED 13
|
DocumentType |
Standard
|
PublisherName |
Bureau of Indian Standards
|
Status |
Current
|
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