design of masonry structures
DESIGN OF MASONRY STRUCTURES Part 1 ppt
... steel Masonry properties 3.1 General 3.2 Compressive strength 3.3 Strength of masonry in combined compression and shear 3.4 The tensile strength of masonry 3.5 Stress-strain properties of masonry ... frames Design for accidental damage 9.1 Introduction 9.2 Accidental loading 9.3 Likelihood of occurrence of progressive collapse 9.4 Possible methods of design 9.5 Use of ties 10 Reinforced masonry ... strength of reinforced masonry 10.4 Deflection of reinforced masonry beams 10.5 Reinforced masonry columns, using BS 5628: Part 10.6 Reinforced masonry columns, using ENV 1996–1–1 11 Prestressed masonry...
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DESIGN OF MASONRY STRUCTURES Part 2 pptx
... the bed joints of the masonry The apparent crushing strength of the unit in a standard test is not a direct measure of the strength of the unit in the masonry, since the mode of failure is different ... of importance in determining the compressive strength of masonry Table 3.1 Factors affecting masonry strength ©2004 Taylor & Francis 3.2.2 Unit/mortar /masonry strength relationship A number of ... Francis Masonry properties 3.1 GENERAL Structural design in masonry requires a clear understanding of the behaviour of the composite unit-mortar material under various stress conditions Primarily, masonry...
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DESIGN OF MASONRY STRUCTURES Part 3 pdf
... of the basis of design and actions on structures EC6 Part 1–1 is laid out in the following six sections: • • • • • • Section General Section Basis of design Section Materials Section Design of ... beginning of Section of BS 5628 draws attention to the responsibility of the designer to ensure overall stability of the structure, as discussed in Chapter of this book General considerations of stability ... base the design of structures in this medium It contains recommendations for dealing with various aspects of design based on what is generally considered to be good practice at the time of preparing...
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DESIGN OF MASONRY STRUCTURES Part 4 ppsx
... practice, the design of loadbearing walls and columns reduces to the determination of the value of the characteristic compressive strength of the masonry (fk) and the thickness of the unit required ... times the design strength when x=0 or 1.5 times this value when x=1.5 No increase is permitted in the case of masonry built with perforated units or in shell-bedded masonry (d) Design of shear ... characteristic shear strength of the masonry, t is the thickness of the masonry and lc is the compressed length of the wall (ignoring any part in tension) Distribution of shear forces amongst interconnected...
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DESIGN OF MASONRY STRUCTURES Part 5 potx
... method for the design of masonry structures The deflection of the wall is given by (6.5) (6.6) where w=total uniformly distributed wind load/unit height, h=height of building, x=distance of section ... 0.05t, with the result that: Design vertical load resistance Assume t in mm and fk in N/mm2 design vertical load resistance Determination of fk We have design vertical load =design vertical load resistance ... Taylor & Francis Design vertical load resistance In this section the value of Φi=0.58 must replace the value of ß=0.91 used in section (a) resulting in a value of 19.82 fk for the design vertical...
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DESIGN OF MASONRY STRUCTURES Part 6 doc
... capable of carrying a triangular load of masonry in which the span of the beam represented the base of an equilateral triangle The method allowed for a proportion of the selfweight of the masonry ... analysis of masonry panels of various boundary conditions is very complicated since masonry has different strength and stiffness properties in two orthogonal directions Some typical values of brickwork ... sides of various boundary conditions It will of course be realized that simple supports are an idealization of actual conditions which will usually be capable of developing some degree of moment...
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DESIGN OF MASONRY STRUCTURES Part 7 docx
... characteristic strength of the masonry has limited influence on the design 10.2.5 Example Design a simply supported brickwork beam of span m and of section 215mm×365mm to carry a moment of 24kNm assuming ... reinforcement of masonry sections is limited ©2004 Taylor & Francis 10.3.2 Shear strength of rectangular section reinforced masonry beams The method of calculating the flexural strength of reinforced masonry ... POSSIBLE METHODS OF DESIGN Design against progressive collapse could be introduced in two ways: • Design against the occurrence of accidental damage • Allow accidental damage to occur and design against...
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DESIGN OF MASONRY STRUCTURES Part 8 pps
... modulus of elasticity for masonry and steel, Dss=decrease of stress in tendon, =masonry compressive stress at tendon level after transfer, A=cross-sectional area of beam and Aps=area of prestressing ... A post-tensioned masonry beam (Fig 11.6) of span 6m, simply supported, carries a characteristic superimposed dead load of 2kN/m and a characteristic live load of 3.5kN/m The masonry characteristic ... behaviour of prestressed masonry beams at ultimate load is very similar to that of reinforced masonry beams discussed in Chapter 10 Hence, a similar approach as applied to reinforced masonry with...
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DESIGN OF MASONRY STRUCTURES Part 9 doc
... section of wall resisting the wind moment The flange which acts together with the web of I-section is the lesser of • 12 times thickness of flange+thickness of web • centre line to centre line of ... 12.6.4 Selection of brick and mortar for inner leaf of wall B The design vertical load resistance of the wall is (ßtfk)/␥m (clause 32.2.1) The value of ß depends on the eccentricity of loading; hence ... hence the value of e needs to be evaluated before design can be completed 12.6.5 Calculation of eccentricity The worst combination of loading for obtaining the value of e at top of the wall is...
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DESIGN OF MASONRY STRUCTURES Part 10 pps
... depth of the centroid of the reinforcement from the least comp ressed face (mm) modulus of elasticity of concrete (kN/mm2) modulus of elasticity of masonry (kN/mm2) modulus of elasticity of mortar ... strength of masonry shear strength of masonry under zero compressive stress characteristic yield strength of steel second moment of area constant concerned with characteristic strength of masonry ... centres of stiffening walls compressed length of wall effective length or span design bending moment at top or bottom of a wall design bending moment at mid-height of a wall design bending moment of...
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Tiêu chuẩn Châu Âu EC6: Kết cấu gạch đá phần 1.1: Quy định chung (Eurocode6 EN1996 1 1 e 2005 Design of masonry structures part 1.1: General rules for reinforced and unreinforced masonry structures)
... Basis of structural design; ⎯ EN 1991, Actions on structures; ⎯ EN 1992, Design of concrete structures; ⎯ EN 1993, Design of steel structures; ⎯ EN 1994, Design of composite steel and concrete structures; ... structures; ⎯ EN 1995, Design of timber structures; ⎯ EN 1996-2, Design, selection of materials and execution of masonry; ⎯ EN 1997, Geotechnical design; ⎯ EN 1999, Design of aluminium structures; ⎯ EN ... bottom of the wall; Mmd design value of the greatest moment at the middle of the height of the wall; MRd design value of the moment of resistance; MEd design value of the moment applied; MEdu design...
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Tiêu chuẩn Châu Âu EC6: Kết cấu gạch đá phần 1.2: Kết cấu chịu lửa (Eurocode6 EN1996 1 2 e 2005 Design of masonry structures part 1.2: General rules and structural fire design)
... Basis of Structural Design Actions on structures Design of concrete structures Design of steel structures Design of composite steel and concrete structures Agreement between the Commission of the ... timber structures Design of masonry structures Geotechnical design Design of structures for earthquake resistance Design of aluminium structures Eurocode standards recognise the responsibility of ... to fire; EN 1996 Design of masonry structures: Part 1.1: Common rules for reinforced and unreinforced masonry structures Part 2: Design, selection of materials and execution of masonry Part 3:...
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Tiêu chuẩn Châu Âu EC6: Kết cấu gạch đá phần 2: Yếu tố ảnh hưởng đến thiết kế, lựa chọn vật liệu (Eurocode5 BS EN1996 2 e 2006 Design of masonry structures part 2: Desgin consideratins, selection of materials and execution of masonry)
... EN 1995, Eurocode 5: Design of timber structures EN 1996, Eurocode 6: Design of masonry structures EN 1997, Eurocode 7: Geotechnical design EN 1998, Eurocode 8: Design of structures for earthquake ... Actions on structures EN 1992, Eurocode 2: Design of concrete structures EN 1993, Eurocode 3: Design of steel structures EN 1994, Eurocode 4: Design of composite steel and concrete structures ... 5628-1:1992, Code of practice for use of masonry Structural use of unreinforced masonry — BS 5628-2:2000, Code of practice for use of masonry Structural use of reinforced and prestressed masonry — BS...
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Tiêu chuẩn Châu Âu EC6: Kết cấu gạch đá phần 3: Phương pháp đơn giản hóa (Eurocode6 BS EN 1996 3 Design of masonry structures part 3: Simplified calculation methods for unreinforced masonry structures)
... 2: Design of concrete structures EN 1993, Eurocode 3: Design of steel structures EN 1994, Eurocode 4: Design of composite steel and concrete structures EN 1995, Eurocode 5: Design of timber structures ... Eurocode 6: Design of masonry structures EN 1997, Eurocode 7: Geotechnical design EN 1998, Eurocode 8: Design of structures for earthquake resistance EN 1999, Eurocode 9: Design of aluminium structures ... 5628-1:1992, Code of practice for use of masonry Structural use of unreinforced masonry — BS 5628-2:2000, Code of practice for use of masonry Structural use of reinforced and prestressed masonry — BS...
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Design of Masonry Structures A. W. Hendry Taylor & Francis
... steel Masonry properties 3.1 General 3.2 Compressive strength 3.3 Strength of masonry in combined compression and shear 3.4 The tensile strength of masonry 3.5 Stress-strain properties of masonry ... frames Design for accidental damage 9.1 Introduction 9.2 Accidental loading 9.3 Likelihood of occurrence of progressive collapse 9.4 Possible methods of design 9.5 Use of ties 10 Reinforced masonry ... strength of reinforced masonry 10.4 Deflection of reinforced masonry beams 10.5 Reinforced masonry columns, using BS 5628: Part 10.6 Reinforced masonry columns, using ENV 1996–1–1 11 Prestressed masonry...
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Design of masonry structures Eurocode 0 prEN 1990 (ENG)
... Eurocode 9: Design of composite steel and concrete structures Design of timber structures Design of masonry structures Geotechnical design Design of structures for earthquake resistance Design of aluminium ... materials Effect of actions Design value of effect of actions Design value of effect of destabilising actions Design value of effect of stabilising actions Action Design value of an action Characteristic ... 1995 Eurocode : Design of timber structures EN 1996 Eurocode : Design of masonry structures Page 10 prEN 1990:2001 EN 1997 Eurocode : Geotechnical design EN 1998 Eurocode : Design of structures for...
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Design of masonry structures Eurocode 0 prEN 1990 prAnnexA2-2003
... Values of γ and ξ factors - NOTE : Values of γSd Values of γ factors Design values in Table A2.5 for accidental designs situations, design values of accompanying variable actions and seismic design ... A2.4.1(2) Item Use of Table 2.1 : Design working life Combinations involving actions which are outside the scope of EN 1991 Values of ψ factors Alteration of design values of actions for ultimate ... excluded A2.3.1 Design values of actions in persistent and transient design situations (1) The design values of actions for ultimate limit states in the persistent and transient design situations...
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Design of masonry structures Eurocode 1 Part 1,1 prEN 1991-1-1-2001
... Eurocode 9: Design of composite steel and concrete structures Design of timber structures Design of masonry structures Geotechnical design Design of structures for earthquake resistance Design of aluminium ... Eurocode 2: Eurocode 3: Basis of Structural Design Actions on structures Design of concrete structures Design of steel structures Agreement between the Commission of the European Communities and ... 3898 Basis of design of structures - Notations General symbols ISO 2394 General principles on reliability for structures ISO 8930 General principles on reliability for structures List of equivalent...
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Design of masonry structures Eurocode 1 Part 1,2 - prEN 1991-1-2-2002
... Eurocode 2: Design of concrete structures EN1993 Eurocode 3: Design of steel structures EN1994 Eurocode 4: Design of composite steel and concrete structures EN1995 Eurocode 5: Design of timber structures ... prEN1991-1-2:2002 EN1995 Eurocode 5: Design of timber structures EN1996 Eurocode 6: Design of masonry structures EN1997 Eurocode 7: Geotechnical design EN1998 Eurocode 8: Design of structures for earthquake ... 1: Actions on structures EN1992 Eurocode 2: Design of concrete structures EN1993 Eurocode 3: Design of steel structures EN1994 Eurocode 4: Design of composite steel and concrete structures Agreement...
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Design of masonry structures Eurocode 1 Part 1,3 - prEN 1991-1-3-2003
... Basis of Structural Design Actions on structures Design of concrete structures Design of steel structures Design of composite steel and concrete structures Design of timber structures Design of masonry ... Design of masonry structures Geotechnical design Design of structures for earthquake resistance Design of aluminium structures Eurocode standards recognise the responsibility of regulatory authorities ... (2) The design of those parts of a roof cantilevered out beyond the walls should take account of snow overhanging the edge of the roof, in addition to the load on that part of the roof The loads...
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