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260 Barry’s Advanced Construction of Buildings Photograph 4.24 Shell roof construction. Photograph 4.25 Curved and domed shell roof.
Single-Storey Frames, Shells and Lightweight Coverings 261 Tied arch with glazing h H H Square dome shells Conoid shells L S W Perimeter tie beam Glazing Conoid shell roof L somewhat less than half S H about sixth and h ninth of S Square Dome Shell roof radius of domes about six-fifths of W H one-tenth of w W Barrel vault Spandrel glazing H R H S L W Hyperboloid of revolution W about seventh of S R about same as W H about twentieth of S Barrel vault shell roof H about eighth of W L one-fifth of W Figure 4.99 Some typical shell roof forms. stiffness, resistance to deformation under load and reduction in the need for restraint against deformation. Centring (or formwork) is the term used to describe the necessary temporary support on which a curved reinforced concrete shell structure is cast. The centring for a single curvature barrel vault is less complex than that for a dome, which is curved from a centre point. Advances in computer software have made the design of shell structures and the setting out of formwork much easier; however, there is still a considerable demand on labour to make and erect the centring, and the more complex the shape, the greater the amount of cutting and potential waste of material. The simplest, and hence most economic, of all shell structures is the barrel vault, constructed in concrete or timber. Reinforced concrete barrel vaults These consist of a thin membrane of reinforced concrete positively curved in one direction so that the vault acts as both structure and roof surface. The most common form of barrel
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BARRY’S ADVANCED CONSTRUCTION OF
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This edition first published 2014 T
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vi Contents 6 Structural Concrete F
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Acknowledgements Over the years our
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1 Introduction In Barry’s Introdu
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Introduction 3 Photograph 1.1 Frame
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Introduction 5 (2) Positional toler
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Introduction 7 some of the factors
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Introduction 9 Photograph 1.2 Artif
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Introduction 11 on legislation, oth
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Introduction 13 allow for innovatio
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2 Scaffolding, Façade Retention an
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Scaffolding, Façade Retention and
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3 Ground Stability, Foundations and
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Ground Stability, Foundations and S
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Where the ground is susceptible to
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Heavy pad reinforcement Reinforceme
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Photograph 3.3 Driven precast concr
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(a) (b) Photograph 3.6 (a) A drop a
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Working direction Hopper and cellul
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Infill concrete packing applies pre
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Reinforced structural concrete base
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4 Single-Storey Frames, Shells and
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Single-Storey Frames, Shells and Li
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Portal rafter Plate welded to rafte
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Zed purlins Washer plate bolted to
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Sheeting rails for cladding Steel r
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Photograph 4.12 Lattice column to b
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Page 221 and 222: Single-Storey Frames, Shells and Li
Page 231 and 232: Side lap of sheeting Sheeting screw
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Page 281 and 282: Outline of straight line limited hy
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Page 287 and 288: Structural Steel Frames 275 penetra
Page 289 and 290: Structural Steel Frames 277 calcula
Page 291 and 292: Structural Steel Frames 279 The lim
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Page 297 and 298: Structural Steel Frames 285 Channel
Page 299 and 300: One-way span floor and roof slabs R
Page 301 and 302: Structural Steel Frames 289 A disad
Page 303 and 304: Structural Steel Frames 291 Rib bea
Page 305 and 306: Structural Steel Frames 293 Timber
Page 307 and 308: Structural Steel Frames 295 Horizon
Page 309 and 310: Structural Steel Frames 297 Concret
Page 311 and 312: Beam End plate welded to beam Colum
Page 313 and 314: Structural Steel Frames 301 Cap pla
Page 315 and 316: Structural Steel Frames 303 Bearing
Page 317 and 318: Structural Steel Frames 305 Bolt fa
Page 319 and 320: Structural Steel Frames 307 Electro
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Structural Steel Frames 311 Weld fa
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Structural Steel Frames 313 beam en
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Structural Steel Frames 315 Column
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A timber profile is cut to the same
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Structural Steel Frames 319 Square
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Structural Steel Frames 321 for a s
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Structural Steel Frames 323 Photogr
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Structural Steel Frames 327 Column
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Structural Steel Frames 329 Strengt
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Structural Steel Frames 331 Figure
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Structural Steel Frames 333 Floor b
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Structural Steel Frames 335 50 or 7
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Structural Steel Frames 339 rating,
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Structural Steel Frames 341 The adv
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Structural Steel Frames 343 Shear s
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Structural Concrete Frames 345 ❏
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Structural Concrete Frames 347 Work
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Structural Concrete Frames 349 6.2
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Structural Concrete Frames 351 is o
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Structural Concrete Frames 353 plac
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Structural Concrete Frames 355 Comp
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Structural Concrete Frames 357 Beam
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Structural Concrete Frames 359 cant
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Structural Concrete Frames 361 Clos
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Structural Concrete Frames 363 Rein
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Structural Concrete Frames 365 Stee
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Structural Concrete Frames 367 Sold
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Structural Concrete Frames 369 Hand
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Structural Concrete Frames 371 Conc
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Structural Concrete Frames 373 Edge
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Figure 6.23 Prop and deck floor pos
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Structural Concrete Frames 377 Main
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Structural Concrete Frames 379 Edge
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Handrail protects workers when pour
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Structural Concrete Frames 383 calc
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Structural Concrete Frames 385 Wire
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Structural Concrete Frames 387 Thru
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Structural Concrete Frames 389 ❏
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Structural Concrete Frames 391 Expo
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Structural Concrete Frames 393 Balc
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Structural Concrete Frames 395 In s
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Structural Concrete Frames 401 comp
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Structural Concrete Frames 403 Stee
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Structural Concrete Frames 405 The
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Structural Concrete Frames 407 Wrap
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Structural Concrete Frames 409 alte
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7 Cladding and Curtain Wall Constru
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Cladding and Curtain Wall Construct
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Stainless steel restraint cramps fi
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15 mm Cladding and Curtain Wall Con
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Roof support Roof or eaves level La
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Prefabrication and Off-Site Product
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The finished hospital looks no diff
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Lifts and Escalators 515 ❏ ❏
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Lifts and Escalators 517 will be bu
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Lifts and Escalators 519 hydraulic
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Lifts and Escalators 521 ❏ ❏
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Lifts and Escalators 523 FFL Lift c
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Lifts and Escalators 525 Climbing f
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Lifts and Escalators 527 Above 30 m
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Lifts and Escalators 529 Photograph
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Fit Out and Second Fix 531 cabinets
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Fit Out and Second Fix 533 ❏ ❏
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Fit Out and Second Fix 535 Four-way
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Fit Out and Second Fix 537 Services
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Fit Out and Second Fix 539 Wire han
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Fit Out and Second Fix 541 tiles ar
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Fit Out and Second Fix 543 Metal st
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Fit Out and Second Fix 545 Multiple
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11 Building Obsolescence and Revita
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Building Obsolescence and Revitalis
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Appendix B: Additional References C
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Index Access from heights, 42 Acces
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Index 567 Innovation, 505 Inspectio
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Index 569 Suspended frameless glazi
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