DESIGN OF MASONRY STRUCTURES Part 3 pdf

DESIGN OF MASONRY STRUCTURES Part 3 pdf

DESIGN OF MASONRY STRUCTURES Part 3 pdf

... brickwork and the other in blockwork. 4.2 .3 Sections 3 and 4: design Sections 3 and 4 contain the main design information, starting with a statement of the basis of design. Unlike its predecessor, CP111, ... application of the code provisions to a typical design is given in Chapter 10. 4 .3 BS 5628: PART 2—REINFORCED AND PRESTRESSED MASONRY Part 2 of BS 5628 is bas...

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DESIGN OF MASONRY STRUCTURES Part 1 ppt

DESIGN OF MASONRY STRUCTURES Part 1 ppt

... steel 3 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 3. 6 ... typical design calculation for interior-span solid slab 13 Movements in masonry buildings 13. 1 General 13. 2 Causes of movement in buildings 13. 3 Ho...

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DESIGN OF MASONRY STRUCTURES Part 2 pptx

DESIGN OF MASONRY STRUCTURES Part 2 pptx

... a height-to-length ratio of 1.0 or more and the strength of a wall is calculated on the plan area of the wall in the plane of the shear force. Fig. 3. 3 Typical relationship between shear strength of brickwork ... mortar and masonry strengths. Such relationships are illustrated in Fig. 3. 1 and are incorporated in codes of practice, as set out in Chapter 4 for BS 5628 and Euro...

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DESIGN OF MASONRY STRUCTURES Part 4 ppsx

DESIGN OF MASONRY STRUCTURES Part 4 ppsx

... determination of the value of the characteristic compressive strength of the masonry (f k ) and the thickness of the unit required to support the design loads. Once f k is calculated, suitable types of masonry/ mortar combinations ... value of the characteristic compressive strength of the masonry f k . Typically the equation takes the form (5.11) Generally the calcu...

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DESIGN OF MASONRY STRUCTURES Part 5 potx

DESIGN OF MASONRY STRUCTURES Part 5 potx

... 5.18) Load from above=1 .35 ×21.1+1.5×2.2 =31 .785kN/m Self-weight of wall=1 .35 ×17=22.95kN/m Total vertical design load W 1 =54. 735 kN/m Load from slab W 2 =1 .35 ×4.1+1.5×2.2=8. 835 kN/m Eccentricity Equation ... (a). Design vertical load resistance In this section the value of Φ i =0.90 must replace the value of ß=0.78 used in section (a) and ␥ m =3. 0, resulting in a va...

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DESIGN OF MASONRY STRUCTURES Part 6 doc

DESIGN OF MASONRY STRUCTURES Part 6 doc

... strength of panel=10N/mm 2 • Partial safety factor for masonry= 3. 1 • Section modulus for each column=600 cm 3 • Section modulus for each beam=800 cm 3 • Yield stress of steel=250N/mm 2 • Partial ... 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 s...

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DESIGN OF MASONRY STRUCTURES Part 7 docx

DESIGN OF MASONRY STRUCTURES Part 7 docx

... in Fig. 10.6 is below the cut-off line for shear, the design will be safe in shear. 10 .3 SHEAR STRENGTH OF REINFORCED MASONRY 10 .3. 1 Shear strength of reinforced masonry beams As in reinforced ... characteristic strength of the masonry has limited influence on the design. 10.2.5 Example Design a simply supported brickwork beam of span 4 m and of section 215mm 36 5mm...

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DESIGN OF MASONRY STRUCTURES Part 8 pps

DESIGN OF MASONRY STRUCTURES Part 8 pps

... weight of masonry is 21kN/m 3 . Design the beam for serviceability condition ( ␥ f =1). Solution (clause 29.1, BS 5628: Part 2) (clause 29.2, BS 5628: Part 2) Assume M i is 30 % of ... 4 The beam of example 3 is to be used as simply supported on a 6 m span. It carries a characteristic superimposed dead load of 2kN/m 2 and live load of 3. 0 kN/m 2 ; 50%...

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DESIGN OF MASONRY STRUCTURES Part 9 doc

DESIGN OF MASONRY STRUCTURES Part 9 doc

... floor C f qA e ×h/2=1.1×(1269/10 3 )×21 3 3/ 2= 131 .9kNm • 5th floor 1.1×(1269/10 3 )×21×6 3= 527.6kNm • 4th floor (1.1×1269×21/10 3 )×9×9/2=1187.20kNm • 3rd floor 29 .31 3×(12×12/2)=2110.54kNm • 2nd floor 29 .31 3×(15×15/2) =32 97.70kNm ©2004 ... according to CP 3, Chapter V: Part 2. We have Using ground roughness category 3, Class B, with height of the building=21.0m, from...

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DESIGN OF MASONRY STRUCTURES Part 10 pps

DESIGN OF MASONRY STRUCTURES Part 10 pps

... detailing as in Fig. 13. 3(b). Fig. 13. 3 (a) Bowing of infill wall and detachment of brick slips as a result of frame shrinkage, (b) Detail of horizontal movement joint to avoid damage of the kind shown ... infill and steel ␥ mm partial safety factor for compressive strength of masonry ␥ ms partial safety factor for strength of steel ␥ mv partial safety factor for shear stren...

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