Decorate: 1,000 Design Ideas for Every Room in Your Home by Holly Becker, Joanna Copestick

By Holly Becker, Joanna Copestick

In Decorate, the world's best designers and top decor specialists together with Kelly Wearstler, Amy Butler, Jonathan Adler, and so forth come jointly to proportion over 1,000 expert assistance, rules, and suggestions for each room and each price range. Written and compiled by means of Holly Becker, founding father of the highly well known layout web publication Decor8, and Joanna Copestick, acclaimed way of life author, this extensive domestic dcor software combines attractive thought with nuts-and-bolts how-to for wonderful effects. greater than 500 beautiful colour photos supply motivation whereas line illustrations, checklists, shortcuts, and ground plans make it effortless to start. For these trying to utilize their domestic and create fashionable interiors, Decorate is the start-to-finish source to maintain at the bookshelf for years yet to come.

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Gambarova, R. Felicetti, A. Meda and P. 57-61. Biondini F. : “Nonlinear Analysis of Concrete Structures Exposed to Fire”, Proceedings of the 2nd International fib Congress, Naples (Italy), 5-8 June 2006. Eibl J. (editor): “Concrete Structures – Euro-Design Handbook 1994/1996”, Ernst & Sohn Verlag, 1995. EN1992-1-1: “Eurocode 2: Design of Concrete Structures - Part 1-1: General rules and rules for buildings”, December 2004, 225 pp. EN1992-1-2: “Eurocode 2: Design of Concrete Structures - Part 1-2: General rules – Structural Fire Design”, December 2004, 97 pp.

F. F. D. ] 180 210 20 AXIAL FORCE - DISPL. F. D. D. E-05 Fig. 4-13: Effect of the axial restraint stiffness on the behaviour of a 6m span T-beam 48 4 Structural behaviour of continuous beams and frames . F. D. D. 50 40 30 AXIAL FORCE - DISPL. F. F. D. E-05 Fig. 2 Parametric study of frames The behaviour of a set of single-bay 2D fixed-joint frames, belonging to a multi-storey building, has been studied in fire conditions, with the objective of clarifying to what extent the structural response is affected by the section of the beam (rectangular section, T-section, shallow section representing a one-way slab), the span (6m and 9m), and by the fire exposure of the columns.

The design was carried out according to EC2, assuming for the loads the values shown in Fig. 4-4. Fire resistance was verified with the tabulated method, by assuming 60’ of fire exposure (R60). The reinforcement in the critical sections is shown in Fig. 4-4. The thermal analysis was carried out considering the fire as acting on three sides, the fourth being in adiabatic conditions (Fig. 4-4), as it would approximately occur when the beam supports a floor. The results of the thermal analysis are illustrated in Fig.

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