Architectural design and practice Phần 1 pdf

... Using Stored Procedures to Add, Modify, and Remove Rows from the Database You can get a DataAdapter object to call stored procedures to add, modify, and remove rows from the database. These ... how to ã Create the required stored procedures in the Northwind database. ã Set up a DataAdapter to call the stored procedures....

Ngày tải lên: 14/12/2013, 13:15

... rate (won/$) 10 50.00 10 92.00 11 35.68 11 81. 11 1228.35 12 77.49 In Thousands of Dollars 5 Pre-tax receipts [(3)/(4) ì 10 00] 10 07.3 11 62.2 13 40.9 15 47 .1 1784.7 6 U.S. taxes (38%) 382.8 4 41. 6 509.5 ... fees and export profits, after tax 624.5 720.6 8 31. 4 959.2 11 06.7 8 After-tax dividend [Exhibit 7, (10 )] 649.9 11 60.8 17 47.0 2 419 .7 319 1.6 9 Project cost 1...

Ngày tải lên: 05/08/2014, 13:20

... Laminar flow, 11 1 4.5 Turbulent flow, 11 3 4.6 Stratified flow, 11 7 4.7 Particle settling, 11 9 4.8 Particle transport by flows, 12 1 4.9 Waves and liquids, 12 5 4 .10 Transport by waves, 13 1 4 .11 Granular ... flow, 13 3 4 .12 Turbidity flows, 13 8 4 .13 Flow through porous and granular solids, 14 2 4 .14 Fractures, 14 4 4 .15 Faults, 15 6 4 .16 Solid bending, buckling, and fol...

Ngày tải lên: 05/08/2014, 13:20

... David Jones, 19 61- Optical imaging and spectroscopy / David Jones Brady. p. cm. Includes bibliographical references and index. ISBN 978-0-470-04823-8 (cloth) 1. Optical spectroscopy. 2. Imaging systems. ... is i t1 ( r ) ẳ a i z ỵ b ( r =R 1 )i r for some a and b and for r ẳ x 2 ỵ y 2 p . Application of Snells law tells us that n 1 i z i n1 ẳ n 2 i t1 i n1 or n 1...

Ngày tải lên: 05/08/2014, 14:20

... TEXT.indd 5 4/3 /10 12 :19 :064/3 /10 12 :19 :06 Of Jews and Animals M2093 - BENJAMIN PRELIMS.indd iM2093 - BENJAMIN PRELIMS.indd i 4/3 /10 12 :18 :004/3 /10 12 :18 :00 xii Of Jews and Animals exercise of critical ... 4/3 /10 12 :18 : 014 /3 /10 12 :18 : 01 6 Of Jews and Animals Figures Even though the fi gure refers to the constitution of an identity i...

Ngày tải lên: 07/08/2014, 04:20

... 2 10 .6 Reinforced masonry columns, using ENV 19 96 1 1 11 Prestressed masonry 11 .1 Introduction 11 .2 Methods of prestressing 11 .3 Basic theory 11 .4 A general flexural theory 11 .5 Shear stress 11 .6 ... partial safety factors 12 .4 Calculation of vertical loading on walls 12 .5 Wind loading 12 .6 Design load 12 .7 Design calculation according to EC6 Part 1 1 (ENV 19...

Ngày tải lên: 08/08/2014, 01:20

... types of sand:sand type S and sand type G. Both types of sand will produce satisfactory mortars. However, the grading of sand type G, which falls between the lower limits of sand S and sand G, may ... unit and the masonry strength is Fig. 3 .2 Effect of joint thickness on brickwork strength. 20 04 Taylor & Francis Table 2. 7 (Contd) 20 04 Taylor & Francis 20 04 Taylor &...

Ngày tải lên: 08/08/2014, 01:20

... built in 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 ... components and workmanship. In general, these should be in accordance with the relevant British Standard (e.g. BS 5628: Part 3; Materials and components, design and workman...

Ngày tải lên: 08/08/2014, 01:20

... wall calculated from (4. 14) where M i and N i are respectively the design bending moment and vertical load at the top or bottom of the wall and e hi and e a are â20 04 Taylor & Francis ... can be determined from Fig. 4. 6 using values of h ef /t ef and e mk /t. Figure 4. 6, used in EC6, is equivalent to Fig. 4. 4, used in BS 5628, to obtain values of and ò r...

Ngày tải lên: 08/08/2014, 01:20

... (DL)=1. 35 ␥ f (LL)=1 .5 Design vertical loading (Fig. 5. 16) Loading from above (W 1 )=1. 35 1 05+ 1 .5 19=170.25kN/m Load from left (W 2 ) dead load only=1. 35 4.1 =5. 535kN/m imposed load =5. 5 35+ 1 .5 2.2=8.835kN/m ... Design vertical loading (Fig. 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...

Ngày tải lên: 08/08/2014, 01:20

... of design loads and are to be compared with the design strengths of the material in compression and shear. The design of the beam would be carried out in accordance with the relevant code of practice. 8.2 ... introduced by Wood for design purposes and M p is the effective plastic moment given by Z σ y / ␥ ms . For design purposes the design strength must be equal to or gr...

Ngày tải lên: 08/08/2014, 01:20

... In Figs 10.6 and 10 .7, f v =0.35(1+ 17. 5?), a/d=6 and ␥ mv =2.0. For these conditions it is apparent that shear strength will be a limiting factor for steel ratios above 0.0 07 0.009 and 0.003–0.004 ... METHODS OF DESIGN Design against progressive collapse could be introduced in two ways: ã Design against the occurrence of accidental damage. ã Allow accidental damage to occur...

Ngày tải lên: 08/08/2014, 01:20

... forces of compression and tension must be equal, hence (11. 18) â2004 Taylor & Francis Design for axial load =80 0kN and moment=50+31.3 =81 .3kNm Assume that d c =300 mm and A s1 =A s2 =905 ... G k =3.5ì21ì10.5+6ì4 .8 21ì10.5 +(12ì2.6ì4.25ì2 .85 +4ì2ì2.42ì4.25ì2 .85 +2ì21ì2.6ì2 .85 +21ì2ì2ì2.42ì2 .85 )ì7 =17643kN 12.5 WIND LOADING 12.5.1 General stability To explain the...

Ngày tải lên: 08/08/2014, 01:20

... floor C f qA e ìh/2=1.1ì(12 69/ 10 3 )ì21ì3ì3/2=131.9kNm ã 5th floor 1.1ì(12 69/ 10 3 )ì21ì6ì3=527.6kNm ã 4th floor (1.1ì12 69 21/10 3 ) 9 9/ 2=1187.20kNm ã 3rd floor 29. 313ì(12ì12/2)=2110.54kNm ã 2nd floor 29. 313ì(15ì15/2)=3 297 .70kNm â2004 ... idealized and replaced by a two-dimensional frame (Fig. 12.8) and analysed as discussed in Chapter 6 for wind loading. 12.7 DESIGN CALCULA...

Ngày tải lên: 08/08/2014, 01:20

... outer cavity and corridor wall. The wall type A (AD and BC in Fig. 12 .10) may be relieved of some of the design load, hence no further check is required. 12 .10 APPENDIX: A TYPICAL DESIGN CALCULATION FOR ... The design wind velocity where S 1 =S 3 =1. Using ground roughness Category (3), Class A, and height of the building=21m, therefore Fig. 12 .10 Panel, simply supported...

Ngày tải lên: 08/08/2014, 01:20