Structure and Architecture - Chapter 6 pot

... The Design of Structures of Least Weight, Pergamon, London, 1 965 and Majid, K. I., Optimum Design of Structures, Newnes- Butterworth, London, 1974. Structure and Architecture Fig. 6. 6 Basic structural arrangement ... slabs are used in the Willis, Faber and Dumas building (see Figs 1 .6 and 5.19), however, and are examples of ‘improved’ non-form-active elements in a post- an...

Ngày tải lên: 14/08/2014, 10:22

... Semi-form-active structures 55 5.4 Form-active structures 57 5.5 Conclusion 59 6 The critical appraisal of structures 60 6. 1 Introduction 60 6. 2 Complexity and efficiency in structural design 60 6. 3 Reading ... object 67 6. 4 Conclusion 71 7 Structure and architecture 73 7.1 Introduction 73 7.2 The types of relationship between structure and architecture 73 7.3 Th...

Ngày tải lên: 14/08/2014, 10:22

... and rigidity 2.4.1 Introduction The application of load to a structure generates internal forces in the elements and external reacting forces at the foundations (Fig. 2. 16) and the elements and ... which are external to one of the Structure and Architecture 18 Fig. 2.18 In structural analysis the complete structure is broken down into two-dimensional components and the in...

Ngày tải lên: 14/08/2014, 10:22

... formwork in which such structures are cast is simple to make and assemble and therefore inexpensive, and can be re-used repeatedly in the same building. These non-form-active arrangements (see ... prismatic: they are parallel-sided with constant cross- sections and they are straight – this tends to impose a regular, straight-sided format on the structure (see Figs iv, 1.10 and 7....

Ngày tải lên: 14/08/2014, 10:22

... context of architecture, where gravitational loads are normally paramount, there are three basic arrangements: post -and- beam, form-active and semi-form-active (Fig. 5.1). Post -and- beam structures ... the structure and therefore of the building which it supports. Figures 1.9 and 7.37 show buildings with continuous structures which illustrate this point. 5.2 Post -and- beam structu...

Ngày tải lên: 14/08/2014, 10:22

... of structure • structure as ornament • structure as architecture • structure as form generator • structure accepted • structure ignored. As in the case of the relationship between structure and ... two vertical sub-units which were pre-fabricated by welding. Cast-steel jointing components allowed the use of very precise pin-type site connections and these Structure and...

Ngày tải lên: 14/08/2014, 10:22

... belonging to customers A, B, C, and D.  192. 168 .0.0/23, 192. 168 .2.0/23, 192. 168 .4.0/22, and 192. 168 .8.0/21 are all subnets of 192. 168 .0.0/20 21  Any of these / 16 subnets can be subnetted further. ... networks—172.20.0.0/ 16, 172.21.0.0/ 16, 172.22.0.0/ 16, and 172.23.0.0/ CIDR  Route Summarization  Calculating Route Summarization 45 Route Summarization  Although 172....

Ngày tải lên: 23/02/2014, 09:20

... Production, and Consumption Price Waterhouse. 1995. Australian Land and Geographic Data Infrastructure Ben- ets Study. Price Waterhouse Economic Studies and Strategies Unit, Australia New Zealand Land ... both the national e-government information discovery (metadata) framework (e-GMF) and the underpin- ning metadata standard (e-GMS) (Cabinet Ofce, 20 06) , part of the wider e- go...

Ngày tải lên: 18/06/2014, 16:20

... 10 16 16 16 16 16 16 Growth in equity‡ . . . . . . . . . . . . . . . . . . . . . . . . . 10 10 10 16 16 16 8 8 8 Growth in profit after interest . . . . . . . . . . . . . . . . — 10 10 — 16 16 ... . 0 0 0 10.00 11 .60 13. 46 10.00 10.80 11 .66 Profit after interest . . . . . . . . . . . . . . . . . . . . . . $50.00 $55.00 $60 .50 $ 40.00 $ 46. 40 $ 53.82 $40.00 $43.20 $ 46. 66 D...

Ngày tải lên: 01/07/2014, 22:20

... 0.20 0.30 0.05 6. 72 −4 .64 2.23 0.48 3.23 6. 88 * Financial and 0 .63 0.12 6. 72 −3.84 2.04 0.80 3 .67 5. 96 * Metal Traders 0.18 0.15 5.88 −4 .64 2.44 0.39 3.05 1.47 Index −0.71 −1.04 1.51 −3. 16 1.35 0.03 ... 9.71 6. 13 3.15 0. 46 3.40 1.99 CTA 0.28 0.04 5.95 −5.18 2. 56 0.30 2.73 1.04 Index −0.42 −0.81 2.24 −4 .62 1.70 −0.41 3.22 0.55 0.41 0. 36 6.31 −4 .66 2.53 0.28 3.00 0.40 0...

Ngày tải lên: 03/07/2014, 23:20