Architectural design and practice Phần 2 doc

... called, the AddProduct4() stored procedure is run to add the new row to the Products table. The database then generates a new ProductID for the row, which is then returned by the AddProduct4() stored ... SqlCommand object named myDeleteCommand that contains a call to the DeleteProduct() stored procedure and sets the DeleteCommand property of mySqlDataAdapter...

Ngày tải lên: 14/12/2013, 13:15

... // the SELECT string mySqlCommand.CommandText = selectString; // step 6: create a SqlDataAdapter object SqlDataAdapter mySqlDataAdapter = new SqlDataAdapter(); // step 7: set the SelectCommand ... ContactName = Maria Anders Address = Obere Str. 57 CustomerID = ANATR CompanyName = Ana Trujillo Emparedados y helados ContactName = Ana Trujillo Address = Avda. de la Cons...

Ngày tải lên: 24/12/2013, 01:17

... action to all windows in the current program." For example, Option-double-clicking any title bar minimizes all desktop windows, sending them flying to the Dock. 1 .2. 4. Close Button As ... bar to summon the hidden folder hierarchy menu. This trick also works in most other Mac OS X programs. For example, you can -click a document window's title to find out where...

Ngày tải lên: 21/01/2014, 04:20

... GI-Tagen 20 . /21 . Juni 20 02, IfGI prints, Band 13, Institut für Geoinformatik, Münster. Elias, B. (20 03): Extracting Landmarks with Data Mining Methods, in: Kuhn, W., Wor- boys, M.F. and Timpf, ... Information Science", Vol. 28 25, Lecture Notes in Computer Science, Berlin, Springer, pp. 398-4 12. Elias, B. and C. Brenner (20 04): Automatic Generation and Application of...

Ngày tải lên: 08/08/2014, 01:20

... system, Desalination, Vol. 42, No.1 (January 20 02) 79–88, ISSN 0011-9164 Gryta, M. (20 04). Water membrane distiller, Inż. Chem. Proc., Vol. 25 , No .2 (April 20 04), 381– 391, ISSN 020 8-6 425 Desalination, ... al., 20 05; Teoh et al., 20 08). 0 50 100 150 20 0 25 0 0 2 4 6 8 10 12 Time of MD, t [h] 0 0.5 1 1.5 2 2.5 C Feed [g TDS/dm 3 ] κ permeate [μS/cm...

Ngày tải lên: 08/08/2014, 01:20

... 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