design of timber structures

Tiêu chuẩn Châu Âu EC5: Kết cấu gỗ phần 1.1: Quy định chung (Eurocode5 BS EN1995 1 1 e 2004 Design of timber structures part 1.1: General rules and rules for building)

... Basis of Structural Design Eurocode 1: Actions on structures Eurocode 2: Design of concrete structures Eurocode 3: Design of steel structures Eurocode 4: Design of composite steel and concrete structures ... Fifth percentile value of modulus of elasticity; Design value of modulus of elasticity; Mean value of modulus of elasticity; Final mean value of modulus of elasticity; Force Design force acting ... – Basis of design EN 1991 “Actions on structures EN´s for construction products relevant to timber structures EN 1998 Design of structures for earthquake resistance”, when timber structures...

Tiêu chuẩn Châu Âu EC5: Kết cấu gỗ phần 1.2: Kết cấu chịu lửa (Eurocode5 EN1995 1 2 e 2004 Design of timber structures part 1.2: General structural fire design)

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... 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 ... Basis of structural design EN 1991 “Actions on structures EN´s for construction products relevant to timber structures EN 1998 Design of structures for earthquake resistance”, when timber structures ... General actions – Actions on structures exposed to fire Eurocode 3: Design of steel structures – Part 1-2: General – Structural fire design Eurocode 5: Design of timber structures – Part 1-1: General...

Tiêu chuẩn Châu Âu EC5: Kết cấu gỗ phần 2: Thiết kế cầu (Eurocode5 EN1995 2 e 2004 Design of timber structures part 2: Bridge)

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... Basis of Structural Design Eurocode 1: Actions on structures Eurocode 2: Design of concrete structures Eurocode 3: Design of steel structures Eurocode 4: Design of composite steel and concrete structures ... concrete structures Eurocode 5: Design of timber structures Eurocode 6: Design of masonry structures Eurocode 7: Geotechnical design Agreement between the Commission of the European Communities and ... structural design EN 1991 “Actions on structures EN´s for construction products relevant to timber structures EN 1998 Design of structures for earthquake resistance”, when timber structures...

Design of concrete structures arthur h nilson

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DESIGN OF MASONRY STRUCTURES Part 1 ppt

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... preparing for professional examination in structural design The text attempts to explain the basic principles of brickwork design, the essential properties of the materials used, the design of various ... therefore, structural design has aimed, indirectly, to provide levels of safety consistent with a probability of failure of this order Consideration of levels of safety in structural design is a recent ... panels and 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...

DESIGN OF MASONRY STRUCTURES Part 2 pptx

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... instructions of the manufacturer since excessive amounts of pigment will reduce the compressive strength of mortar and interface bond strength The quantity of pigment should not be more than 10% of the ... will fail either by the development of tension cracks parallel to the axis of loading or by a kind of shear failure along certain lines of weakness, the mode of failure depending on whether the ... 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...

DESIGN OF MASONRY STRUCTURES Part 3 pdf

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... 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 ... manufacturing control of bricks and of site supervision There is therefore a benefit of about 10% for using bricks satisfying the requirement of ‘special’ category of manufacture and of about 20% for...

DESIGN OF MASONRY STRUCTURES Part 4 ppsx

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... 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 ... removal of essential loadbearing members or designing them to resist the effects of accidental actions However, no specific rules relating to these requirements are given (c) Design of structural ... assumed in the calculation of the resistance of shear walls but the essential requirement is that the design value of the applied shear load, Vsd, must not exceed the design shear resistance, VRd,...

DESIGN OF MASONRY STRUCTURES Part 5 potx

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... 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...

DESIGN OF MASONRY STRUCTURES Part 6 doc

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... be 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 ... 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 ... the beam designed to carry this force Following this early work of Wood and Simms, the composite wallbeam problem was studied by a number of researchers who considered not only the design of the...

DESIGN OF MASONRY STRUCTURES Part 7 docx

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... 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 ... 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 ... explosive loading, but the method of dealing with the two types of loading may be different, as shown in section 9.4 The risk of occurrence of an accidental load is obviously of importance in that certain...

DESIGN OF MASONRY STRUCTURES Part 8 pps

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... diameter 11.3 BASIC THEORY The design and analysis of prestressed flexural members is based on the elastic theory of simple bending The criteria used in the design of such members are the permissible ... four 10.9 mm diameter stabilized strands of characteristic strength of 1700 N/mm2 The area of steel provided is 288mm2 The initial modulus of elasticity of the steel is 195 kN/mm2 and the stress-strain ... parallel to the bed joint of 21N/mm2 and modulus of elasticity 15.3kN/mm2 Using the simplified stress block of BS 5628: Part 2, calculate the ultimate moment of resistance of the beam Solution We...

DESIGN OF MASONRY STRUCTURES Part 9 doc

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... 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...

DESIGN OF MASONRY STRUCTURES Part 10 pps

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... 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 ... 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 ... thickness of a wall effective height or length of wall or column clear height of wall to point of application of a lateral load stiffness coefficient multiplication factor for lateral strength of axially...