Project Team and Contributors |
|
ix | |
Acknowledgments |
|
xi | |
Introduction |
|
xiii | |
1 Designing a Series of Suspension Footbridges |
|
1 | (34) |
|
Basic definitions of statics: Loads, Forces, Tension, Compression, Stress |
|
|
|
Free-body diagrams; Vectors and scalars; Static equilibrium of concurrent forces |
|
|
|
The force polygon and funicular polygon for funicular structures; Bow's notation |
|
|
|
Detailing steel rod elements in tension and anchoring to rock |
|
|
|
Lateral stability; stiffening a tensile structure |
|
|
|
Construction detailing and planning |
|
|
2 Designing a Suspended Roof |
|
35 | (30) |
|
Designing and detailing a suspended roof |
|
|
|
Designing funicular curves with specified properties |
|
|
|
Families of funicular curves |
|
|
|
|
|
|
|
Steel cable fastenings and details |
|
|
|
|
|
Regulating forces on masts and backstays |
|
|
3 Designing a Concrete Cylindrical Shell Roof |
|
65 | (28) |
|
Shaping funicular arches and vaults in compression |
|
|
|
Form-finding: catenary, parabola, circle |
|
|
|
Stiffening compressive structures against buckling and unbalanced loadings |
|
|
|
Detailing and constructing a thin single-curvature shell |
|
|
4 Master Lesson: Designing a Trussed Roof |
|
93 | (22) |
|
Structural idea generation in three dimensions; The creative process |
|
|
|
Graphical truss analysis; Influence of truss form and depth on member forces |
|
|
|
Creative latitude in structural design and positive interactions between architects and engineers |
|
|
5 Designing a Building on a Vertical Site |
|
115 | (28) |
|
|
|
Equilibrium of nonconcurrent forces |
|
|
|
Graphical analysis of nonconcurrent forces |
|
|
|
Detailing and construction of a steel frame structure on a very difficult site |
|
|
6 Designing with Multipanel Trusses |
|
143 | (42) |
|
Various methods of analysis for multipanel trusses |
|
|
|
Common truss configurations and their uses |
|
|
|
Developing and refining the form of complex trusses based upon forces and connections |
|
|
|
Detailing and construction of a building with heavy timber trusses |
|
|
7 Designing a Fanlike Roof |
|
185 | (30) |
|
Extending graphical truss analysis to design fanlike structures both compressive and tensile (cable-stayed) |
|
|
|
Finding good forms and member forces for cable-stayed, fanlike, and treelike structures |
|
|
|
Design and detailing issues using steel tube construction |
|
|
8 Designing Unreinforced Masonry |
|
215 | (32) |
|
Contributing Authors: John A. Ochsendorf and Philippe Block |
|
|
|
Understanding, designing, and detailing traditional unreinforced masonry |
|
|
|
Stability of masonry vaults with ties, engaged and flying buttresses |
|
|
|
|
|
Graphical analysis of arches of predetermined shape |
|
|
|
Design and formal vocabulary of funicular masonry arches and vaults |
|
|
9 Master Lesson: Designing a Concrete Shell Roof for a Grandstand |
|
247 | (28) |
|
Equilibrium in three dimensions of a composite structure; combining funicular vaults and trusses |
|
|
|
Architectural and engineering interactions in designing forms and construction processes |
|
|
|
Working in SI (metric) units |
|
|
10 Designing Efficient Trusses |
|
275 | (26) |
|
Reversing the graphical process to synthesize shapes of constant-force trusses and arches |
|
|
|
Rapid assessment of truss efficiency by comparing force polygons |
|
|
|
Typical forms of constant-force trusses |
|
|
11 Designing Restraints for Funicular Structures |
|
301 | (30) |
|
Tensile and compressive strategies of restraint to resist change of shape |
|
|
|
Effects of unbalanced loads on structures |
|
|
12 Designing Shell and Membrane Structures |
|
331 | (24) |
|
Contributing Author: Michael H. Ramage |
|
|
|
Form-finding techniques applied to shell, tent, pneumatic, and membrane structures |
|
|
|
Material constraints and opportunities |
|
|
|
Detailing lightweight structures |
|
|
13 Structural Materials |
|
355 | (20) |
|
|
|
|
|
|
|
Transmission of forces in solid materials |
|
|
|
Characteristics of a good structural material |
|
|
|
Common structural materials |
|
|
|
Concepts of stress and strain |
|
|
|
|
14 Master Lesson: Designing with the Flow of Forces |
|
375 | (36) |
|
Trajectories of principal stresses |
|
|
|
Strut-and-tie modeling; truss modeling |
|
|
|
Three patterns of force flow; applications of basic patterns to any structural element |
|
|
|
Use of graphical truss solutions to find forces in truss models |
|
|
15 Designing a Bay of Framing |
|
411 | (22) |
|
Configuring building frames in three dimensions; laying out a framing plan |
|
|
|
Understanding bays, decking, joists, beams, girders, slabs, columns, and framing materials |
|
|
|
Load tracing for gravity and lateral loads Bracing to resist lateral loads |
|
|
|
Criteria influencing design of bays in very tall buildings where lateral loads predominate |
|
|
|
Integration with vertical transportation, life safety and egress planning, mechanical systems |
|
|
16 Bending Actions on Beams |
|
433 | (22) |
|
Analysis of external load patterns on structures; quantifying and simplifying external loadings |
|
|
|
Bending moments and vertical forces |
|
|
|
V and M diagrams; relationship to force polygons and funicular polygons Graphical and semigraphical constructions |
|
|
17 How Beams Resist Bending |
|
455 | (36) |
|
Resistance mechanisms of beams |
|
|
|
Lattice pattern of flow of forces |
|
|
|
|
|
Development of mathematical expressions for bending stresses and web |
|
|
|
stresses in rectangular beams |
|
|
|
Designing bays of wood framing |
|
|
18 Bending Resistance in Beams of Any Shape |
|
491 | (26) |
|
Properties of complex cross-sectional shapes |
|
|
|
|
|
|
|
Designing bays of steel framing |
|
|
19 Designing Columns, Frames, and Load-Bearing Walls |
|
517 | (26) |
|
Types of columns: short, intermediate, long; buckling and deflection |
|
|
|
Designing column restraints; designing optimum forms for columns |
|
|
|
|
|
|
|
Architectural and historical expressions of columns |
|
|
20 Designing a Sitecast Concrete Building |
|
543 | (26) |
|
Composite action of steel and concrete in concrete beams, slabs, and columns |
|
|
|
Selection and design criteria for reinforced concrete framing |
|
|
|
Opportunities and constraints for slab openings |
|
|
|
Relationship of structural system to program |
|
|
|
Designing bays of reinforced concrete framing |
|
|
21 Master Lesson: Designing in Precast Concrete |
|
569 | (22) |
|
Multidisciplinary project design teams |
|
|
|
Medium-rise building planning and choice of framing systems |
|
|
|
Integration with life safety and egress planning |
|
|
|
Integration with mechanical and electrical services |
|
|
|
Designing with precast concrete framing elements |
|
|
22 Designing an Entrance Canopy |
|
591 | (20) |
|
Designing a constant force beam |
|
|
|
Deriving a beam profile from the bending moment diagram |
|
|
|
Assuring overall stability of an unusual structure |
|
|
|
Combined axial and bending stress in a beam |
|
|
|
Guidelines for shaping structures |
|
|
Afterword: Engineers and Architects |
|
611 | (4) |
Index |
|
615 | |