Preface to the Twelfth Edition |
|
xi | |
Preface to the First Edition |
|
xv | |
Introduction |
|
xvii | |
Part I Fundamental Functions Of Structures |
|
1 | (184) |
|
1 Investigation of Forces, Force Systems, Loading, and Reactions |
|
|
3 | (44) |
|
|
3 | (4) |
|
|
7 | (1) |
|
1.3 Force Components and Combinations |
|
|
8 | (5) |
|
1.4 Graphical Analysis of Concurrent Force Systems |
|
|
13 | (4) |
|
1.5 Algebraic Analysis of Nonconcurrent Force Systems |
|
|
17 | (4) |
|
|
21 | (3) |
|
1.7 Loads and Reactive Forces |
|
|
24 | (4) |
|
|
28 | (12) |
|
|
40 | (1) |
|
1.10 Determination of Design Loads |
|
|
41 | (2) |
|
|
43 | (4) |
|
2 Investigation of Axial Force Actions |
|
|
47 | (39) |
|
|
47 | (4) |
|
|
51 | (5) |
|
|
56 | (5) |
|
|
61 | (3) |
|
2.5 Graphical Analysis of Planar Trusses |
|
|
64 | (9) |
|
2.6 Algebraic Analysis of Planar Trusses |
|
|
73 | (7) |
|
2.7 Cable-Stayed Structures |
|
|
80 | (3) |
|
|
83 | (3) |
|
3 Investigation of Structures for Shear and Bending |
|
|
86 | (71) |
|
|
86 | (1) |
|
|
87 | (4) |
|
3.3 Bending Moments in Beams |
|
|
91 | (7) |
|
3.4 Sense of Bending in Beams |
|
|
98 | (7) |
|
3.5 Tabulated Values for Beam Behavior |
|
|
105 | (4) |
|
3.6 Development of Bending Resistance |
|
|
109 | (4) |
|
3.7 Shear Stress in Beams |
|
|
113 | (4) |
|
3.8 Continuous and Restrained Beams |
|
|
117 | (15) |
|
3.9 Members Experiencing Compression Plus Bending |
|
|
132 | (10) |
|
|
142 | (8) |
|
|
150 | (3) |
|
3.12 Second-Order Analysis |
|
|
153 | (2) |
|
3.13 Computer Software for Structural Analysis |
|
|
155 | (2) |
|
4 Structural Systems and Planning |
|
|
157 | (28) |
|
4.1 General Considerations for Structural Systems |
|
|
158 | (3) |
|
4.2 Shear Wall and Diaphragm Structural System |
|
|
161 | (1) |
|
|
162 | (2) |
|
|
164 | (2) |
|
|
166 | (6) |
|
|
172 | (5) |
|
4.7 Concrete Construction |
|
|
177 | (8) |
Part II Wood Construction |
|
185 | (78) |
|
|
187 | (44) |
|
|
188 | (1) |
|
5.2 Reference Design Values for Allowable Stress Design |
|
|
189 | (9) |
|
5.3 Design Controls for Load and Resistance Factor Design |
|
|
198 | (2) |
|
|
200 | (3) |
|
|
203 | (1) |
|
|
204 | (2) |
|
|
206 | (3) |
|
5.8 Behavior Considerations for LRFD |
|
|
209 | (8) |
|
|
217 | (4) |
|
5.10 Decking for Roofs and Floors |
|
|
221 | (1) |
|
|
222 | (4) |
|
5.12 Glued-Laminated Products |
|
|
226 | (1) |
|
|
227 | (1) |
|
5.14 Assembled Wood Structural Products |
|
|
228 | (3) |
|
|
231 | (21) |
|
6.1 Slenderness Ratio for Columns |
|
|
232 | (1) |
|
6.2 Compression Capacity of Simple Solid Columns, ASD Method |
|
|
232 | (8) |
|
6.3 Column Load Capacity, LRFD Method |
|
|
240 | (2) |
|
6.4 Stud Wall Construction |
|
|
242 | (2) |
|
|
244 | (8) |
|
7 Connections for Wood Structures |
|
|
252 | (11) |
|
|
252 | (2) |
|
|
254 | (4) |
|
|
258 | (1) |
|
7.4 Investigation of Connections, LRFD Method |
|
|
258 | (1) |
|
7.5 Formed Steel Framing Elements |
|
|
259 | (4) |
Part III Steel Construction |
|
263 | (128) |
|
8 Steel Structural Products |
|
|
265 | (11) |
|
8.1 Design Methods for Steel Structures |
|
|
265 | (2) |
|
8.2 Materials for Steel Products |
|
|
267 | (3) |
|
8.3 Types of Steel Structural Products |
|
|
270 | (6) |
|
9 Steel Beams and Framing Elements |
|
|
276 | (58) |
|
9.1 Factors in Beam Design |
|
|
276 | (2) |
|
9.2 Inelastic Versus Elastic Behavior |
|
|
278 | (7) |
|
9.3 Nominal Moment Capacity of Steel Beams |
|
|
285 | (6) |
|
|
291 | (5) |
|
9.5 Design of Beams for Buckling Failure |
|
|
296 | (3) |
|
|
299 | (6) |
|
|
305 | (8) |
|
|
313 | (6) |
|
|
319 | (1) |
|
9.10 Manufactured Trusses for Flat Spans |
|
|
320 | (8) |
|
9.11 Decks with Steel Framing |
|
|
328 | (2) |
|
9.12 Concentrated Load Effects on Beams |
|
|
330 | (4) |
|
10 Steel Columns and Frames |
|
|
334 | (25) |
|
|
334 | (2) |
|
10.2 Column Slenderness and End Conditions |
|
|
336 | (2) |
|
10.3 Safe Axial Loads for Steel Columns |
|
|
338 | (3) |
|
10.4 Design of Steel Columns |
|
|
341 | (11) |
|
10.5 Columns with Bending |
|
|
352 | (4) |
|
10.6 Column Framing and Connections |
|
|
356 | (3) |
|
11 Bolted Connections for Steel Structures |
|
|
359 | (24) |
|
|
359 | (12) |
|
11.2 Design of a Bolted Connection |
|
|
371 | (6) |
|
11.3 Bolted Framing Connections |
|
|
377 | (2) |
|
11.4 Bolted Truss Connections |
|
|
379 | (4) |
|
12 Light-Gage Formed Steel Structures |
|
|
383 | (8) |
|
12.1 Light-Gage Steel Products |
|
|
383 | (1) |
|
12.2 Light-Gage Steel Decks |
|
|
384 | (5) |
|
12.3 Light-Gage Steel Systems |
|
|
389 | (2) |
Part IV Concrete Construction |
|
391 | (136) |
|
13 Reinforced Concrete Structures |
|
|
393 | (69) |
|
13.1 General Considerations |
|
|
393 | (7) |
|
13.2 General Application of Strength Methods |
|
|
400 | (1) |
|
13.3 Beams: Ultimate Strength Method |
|
|
401 | (13) |
|
13.4 Beams in Site-Cast Systems |
|
|
414 | (15) |
|
|
429 | (6) |
|
|
435 | (14) |
|
13.7 Development Length for Reinforcement |
|
|
449 | (10) |
|
|
459 | (3) |
|
14 Flat-Spanning Concrete Systems |
|
|
462 | (13) |
|
14.1 Slab-and-Beam Systems |
|
|
463 | (7) |
|
14.2 General Considerations for Beams |
|
|
470 | (5) |
|
15 Concrete Columns and Compression Members |
|
|
475 | (30) |
|
15.1 Effects of Compression Force |
|
|
475 | (4) |
|
15.2 General Considerations for Concrete Columns |
|
|
479 | (10) |
|
15.3 Design Methods and Aids for Concrete Columns |
|
|
489 | (10) |
|
15.4 Special Considerations for Concrete Columns |
|
|
499 | (6) |
|
|
505 | (22) |
|
16.1 Shallow Bearing Foundations |
|
|
505 | (1) |
|
|
506 | (8) |
|
|
514 | (8) |
|
|
522 | (5) |
Part V Structural Systems For Buildings |
|
527 | (108) |
|
17 General Considerations for Building Structures |
|
|
529 | (7) |
|
17.1 Choice of Building Construction |
|
|
529 | (1) |
|
17.2 Structural Design Standards |
|
|
530 | (1) |
|
17.3 Structural Design Process |
|
|
531 | (1) |
|
17.4 Development of Structural Systems |
|
|
532 | (4) |
|
|
536 | (30) |
|
18.1 General Considerations |
|
|
536 | (1) |
|
18.2 Design of the Wood Structure for Gravity Loads |
|
|
537 | (6) |
|
18.3 Design for Lateral Loads |
|
|
543 | (11) |
|
18.4 Alternative Steel and Masonry Structure |
|
|
554 | (8) |
|
18.5 Alternative Truss Roof |
|
|
562 | (2) |
|
|
564 | (2) |
|
|
566 | (11) |
|
19.1 Design for Gravity Loads |
|
|
568 | (3) |
|
19.2 Design for Lateral Loads |
|
|
571 | (3) |
|
19.3 Alternative Steel and Masonry Structure |
|
|
574 | (3) |
|
|
577 | (58) |
|
20.1 General Considerations |
|
|
577 | (4) |
|
20.2 Structural Alternatives |
|
|
581 | (2) |
|
20.3 Design of the Steel Structure |
|
|
583 | (9) |
|
20.4 Alternative Floor Construction with Trusses |
|
|
592 | (4) |
|
20.5 Design of the Trussed Bent for Wind |
|
|
596 | (5) |
|
20.6 Considerations for a Steel Rigid Frame |
|
|
601 | (1) |
|
20.7 Considerations for a Masonry Wall Structure |
|
|
602 | (7) |
|
20.8 The Concrete Structure |
|
|
609 | (23) |
|
20.9 Design of the Foundations |
|
|
632 | (3) |
Appendix A: Properties of Sections |
|
635 | (27) |
|
|
635 | (3) |
|
|
638 | (4) |
|
A.3 Transferring Moments of Inertia |
|
|
642 | (4) |
|
A.4 Miscellaneous Properties |
|
|
646 | (3) |
|
A.5 Tables of Properties of Sections |
|
|
649 | (13) |
Glossary |
|
662 | (11) |
References |
|
673 | (2) |
Quick Reference to Useful Data |
|
675 | (2) |
Index |
|
677 | |