DESIGN OF MASONRY STRUCTURES Part 1 ppt
DESIGN OF MASONRY STRUCTURES Part 4 ppsx
... f k / ␥ m . (b) ENV 19 96 1 1 In ENV 19 96 1 1 the following checks are suggested: • For Group 1 masonry units, the local design bearing strength must not exceed the value derived from (5 .10 ) ©2004 Taylor ... value of the characteristic compressive strength of the masonry f k . Typically the equation takes the form (5 .11 ) Generally the calculation of ΣW involves th...
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DESIGN OF MASONRY STRUCTURES Part 6 doc
... for steel =1. 15 • Effective plastic moment for beam=(800 10 3 )×250/ (1. 15 10 6 ) =17 4kN/m • Effective plastic moment for column =13 0kN/m • µ p =13 4 • L/h=2 These give From Fig. 8 .12 , δ p =0.25. ... values of ␣ , the q 1 /q 0 and q 2 /q 0 plots have been shown in Fig. 7.6 together with the experimental results. In the British Code of Practice BS 5628 the factors 1/...
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DESIGN OF MASONRY STRUCTURES Part 7 docx
... precludes brittle failure of the beam. 10 .2.4 Design aid Equations (10 .1) , (10 .4) and (10 .5) can be represented graphically, as shown in Figs 10 .6 and 10 .7 for particular values of f k , ␥ mm and ... reinforcement of masonry sections is limited. ©2004 Taylor & Francis 10 Reinforced masonry 10 .1 INTRODUCTION Possible methods of construction in reinforced m...
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DESIGN OF MASONRY STRUCTURES Part 8 pps
... service (11 .3) and (11 .4) From equations (11 .1) and (11 .3) we get (11 .5) (11 .6) 11 .3.3 Critical sections The conditions of equations (11 .5) and (11 .6) must be satisfied at the critical ... (This is Fig. 10 .15 Stress-strain diagram for reinforcement (ENV 19 66 1 1) . ©2004 Taylor & Francis Substituting the value of M i in equations (11 .5) and (11 .6)...
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DESIGN OF MASONRY STRUCTURES Part 9 doc
... floor C f qA e ×h/2 =1. 1× (12 69 /10 3 )× 21 3×3/2 =13 1.9kNm • 5th floor 1. 1× (12 69 /10 3 )× 21 6×3=527.6kNm • 4th floor (1. 1 12 69× 21/ 10 3 )×9×9/2 =11 87.20kNm • 3rd floor 29. 313 × (12 12 /2)= 211 0.54kNm • 2nd floor 29. 313 × (15 15 /2)=3297.70kNm ©2004 ... Francis Table 12 .3 Distribution of bending moment stresses and shear force in walls ©2004 Taylor & Francis • 1st fl...
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