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210 Barry’s Advanced Construction of Buildings Photograph 4.20 Sample cladding systems fixed to the face of a profile metal sheet cladding system. Strength and stability The strength of roof and wall cladding and roof decking depends on the properties of the materials used and their ability to support the self-weight of the cladding and the imposed loads of wind and snow between the supporting purlins, rails, bearers and beams. The stability of the cladding and decking depends on the: ❏ ❏ ❏ Depth and spacing of the profiles of sheeting and decking Composition of the materials and thickness of the boards and slabs used for decking Ability of the materials to resist distortion due to wind pressure, wind uplift, snow loads and the weight of personnel engaged in fixing and maintaining the roofs The strength and stability of the thin sheets of steel or aluminium derive principally from the depth and spacing of the profiles: shallow depth of profile for small spans to deep trapezoidal profiles and standing seams for medium to large spans between supports. Longitudinal and transverse ribs provide additional rigidity against buckling to deep profile sheeting. The comparatively thick corrugated and profiled fibre cement cladding sheets have adequate strength in depth of the profiles for anticipated loads and rigidity in the material to resist distortion and loss of stability over moderate spans between supports. Steel roof cladding sheets fixed across a structural frame act as a diaphragm, which contributes to the stability of the frames in resisting the racking effect of lateral wind forces that act on the sides and roofs of buildings. The extent of the contribution to the stability of the frames depends on the thickness of the sheets and the strength of the fasteners used to fix the sheets, as well as the ability of the sheets to resist the tearing effect of the fasteners
Single-Storey Frames, Shells and Lightweight Coverings 211 Edge protection Roof purlin Lining sheet Roof sheeting Insulation Spacer rail Photograph 4.21 Site assembled over purlin roof cladding (courtesy of G. Throup).
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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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Page 175 and 176: 4 Single-Storey Frames, Shells and
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Page 193 and 194: Portal rafter Plate welded to rafte
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Single-Storey Frames, Shells and Li
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Outline of straight line limited hy
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5 Structural Steel Frames Structura
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Structural Steel Frames 275 penetra
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Structural Steel Frames 277 calcula
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Structural Steel Frames 279 The lim
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Structural Steel Frames 281 420.5-
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Structural Steel Frames 283 no stro
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Structural Steel Frames 285 Channel
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One-way span floor and roof slabs R
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Structural Steel Frames 289 A disad
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Structural Steel Frames 291 Rib bea
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Structural Steel Frames 293 Timber
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Structural Steel Frames 295 Horizon
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Structural Steel Frames 297 Concret
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Beam End plate welded to beam Colum
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Structural Steel Frames 301 Cap pla
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Structural Steel Frames 303 Bearing
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Structural Steel Frames 305 Bolt fa
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Structural Steel Frames 307 Electro
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Structural Steel Frames 309 Types o
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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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