| Preface to the Eighth Edition |
|
xiii | |
| Preface to the First Edition |
|
xvii | |
| Introduction |
|
1 | (10) |
| PART I PRINCIPLES OF STRUCTURAL MECHANICS |
|
|
|
|
11 | (33) |
|
|
|
11 | (4) |
|
|
|
15 | (1) |
|
|
|
16 | (2) |
|
Resolution and Composition of Forces |
|
|
18 | (3) |
|
|
|
21 | (3) |
|
Graphical Analysis of Planar Trusses |
|
|
24 | (8) |
|
Algebraic Analysis of Planar Trusses |
|
|
32 | (12) |
|
|
|
44 | (27) |
|
|
|
44 | (4) |
|
|
|
48 | (1) |
|
|
|
49 | (1) |
|
Deformation and Stresses: Relations and Issues |
|
|
49 | (5) |
|
Design Use of Direct Stress |
|
|
54 | (4) |
|
Aspects of Dynamic Behavior |
|
|
58 | (13) |
|
Investigation of Beams and Frames |
|
|
71 | (81) |
|
|
|
71 | (5) |
|
Beam Loads and Reaction Forces |
|
|
76 | (8) |
|
|
|
84 | (5) |
|
|
|
89 | (8) |
|
Negative Bending in Beams |
|
|
97 | (9) |
|
Tabulated Values for Beams |
|
|
106 | (4) |
|
Development of Bending Resistance |
|
|
110 | (3) |
|
|
|
113 | (6) |
|
Continuous and Restrained Beams |
|
|
119 | (16) |
|
Structures with Internal Pins |
|
|
135 | (7) |
|
|
|
142 | (8) |
|
Approximate Analysis of Indeterminate Structures |
|
|
150 | (2) |
|
|
|
152 | (35) |
|
|
|
152 | (5) |
|
|
|
157 | (1) |
|
Moment of Inertia of Geometric Figures |
|
|
158 | (4) |
|
Transferring of Moments of Inertia |
|
|
162 | (2) |
|
|
|
164 | (3) |
|
|
|
167 | (1) |
|
Tables of Properties of Sections |
|
|
168 | (19) |
| PART II WOOD CONSTRUCTION |
|
|
|
|
187 | (31) |
|
|
|
188 | (6) |
|
|
|
194 | (4) |
|
|
|
198 | (2) |
|
|
|
200 | (2) |
|
|
|
202 | (4) |
|
|
|
206 | (5) |
|
Decking for Roofs and Floors |
|
|
211 | (4) |
|
|
|
215 | (3) |
|
|
|
218 | (18) |
|
|
|
218 | (6) |
|
|
|
224 | (1) |
|
|
|
225 | (4) |
|
|
|
229 | (2) |
|
Miscellaneous Wood Compression Members |
|
|
231 | (5) |
|
Fastening of Wood Structures |
|
|
236 | (23) |
|
|
|
237 | (10) |
|
|
|
247 | (4) |
|
Miscellaneous Fastening Devices |
|
|
251 | (8) |
| PART III STEEL CONSTRUCTION |
|
|
Steel Structural Products |
|
|
259 | (12) |
|
Materials for Steel Products |
|
|
259 | (2) |
|
Design Methods for Steel Structures |
|
|
261 | (1) |
|
|
|
262 | (1) |
|
Miscellaneous Steel Products |
|
|
263 | (2) |
|
Allowable Stresses for Structural Steel |
|
|
265 | (1) |
|
|
|
265 | (6) |
|
Steel Beams and Framing Elements |
|
|
271 | (41) |
|
|
|
271 | (2) |
|
|
|
273 | (5) |
|
|
|
278 | (7) |
|
|
|
285 | (2) |
|
|
|
287 | (1) |
|
Design of Laterally Unsupported Beams |
|
|
288 | (2) |
|
Shear in Wide Flange Beams |
|
|
290 | (1) |
|
Fireproofing for Steel Structures |
|
|
291 | (1) |
|
|
|
292 | (1) |
|
|
|
293 | (5) |
|
Decks for Steel Structures |
|
|
298 | (4) |
|
Manufactured Trusses for Flat Spans |
|
|
302 | (7) |
|
|
|
309 | (2) |
|
|
|
311 | (1) |
|
|
|
312 | (28) |
|
|
|
312 | (2) |
|
Slenderness and End Conditions |
|
|
314 | (1) |
|
Allowable Loads for Columns |
|
|
315 | (15) |
|
|
|
330 | (4) |
|
|
|
334 | (6) |
|
|
|
340 | (27) |
|
Steel Bolts: General Considerations |
|
|
340 | (7) |
|
Tension Connections with Bolts |
|
|
347 | (7) |
|
Bolted Framing Connections |
|
|
354 | (9) |
|
Truss Connections with Bolts |
|
|
363 | (4) |
|
|
|
367 | (18) |
|
Welding of Steel Structures |
|
|
367 | (3) |
|
|
|
370 | (5) |
|
Miscellaneous Welded Connections |
|
|
375 | (4) |
|
Truss Connections with Welds |
|
|
379 | (6) |
| PART IV CONCRETE AND MASONRY STRUCTURES |
|
|
Reinforced Concrete Structures |
|
|
385 | (60) |
|
|
|
385 | (8) |
|
Beams: Working Stress Method |
|
|
393 | (13) |
|
|
|
406 | (9) |
|
|
|
415 | (6) |
|
|
|
421 | (14) |
|
Development of Reinforcement |
|
|
435 | (7) |
|
|
|
442 | (3) |
|
Sitecast Concrete Framing Systems |
|
|
445 | (21) |
|
|
|
446 | (8) |
|
|
|
454 | (2) |
|
|
|
456 | (7) |
|
|
|
463 | (1) |
|
Composite Construction: Concrete and Steel |
|
|
464 | (2) |
|
|
|
466 | (18) |
|
|
|
466 | (4) |
|
|
|
470 | (10) |
|
|
|
480 | (4) |
|
|
|
484 | (12) |
|
Independent Column Footings |
|
|
485 | (6) |
|
|
|
491 | (5) |
|
General Considerations for Masonry Structures |
|
|
496 | (14) |
|
|
|
496 | (2) |
|
|
|
498 | (1) |
|
Basic Construction Considerations |
|
|
498 | (2) |
|
|
|
500 | (6) |
|
|
|
506 | (2) |
|
|
|
508 | (2) |
|
Design of Structural Masonry |
|
|
510 | (17) |
|
Unreinforced Structural Masonry |
|
|
510 | (4) |
|
Reinforced Masonry: General Considerations |
|
|
514 | (1) |
|
|
|
515 | (1) |
|
Reinforced Hollow Unit Masonry |
|
|
515 | (2) |
|
Design of Structural Elements |
|
|
517 | (10) |
| PART V STRENGTH DESIGN |
|
|
|
|
527 | (6) |
|
Strength Versus Stress Methods: Beyond Service Load Conditions |
|
|
527 | (2) |
|
|
|
529 | (2) |
|
|
|
531 | (1) |
|
Development of Design Methods |
|
|
531 | (2) |
|
Strength Design of Reinforced Concrete |
|
|
533 | (9) |
|
|
|
533 | (7) |
|
|
|
540 | (2) |
|
Strength Design of Steel Structures |
|
|
542 | (13) |
|
Plastic Versus Elastic Behavior |
|
|
542 | (8) |
|
|
|
550 | (1) |
|
Plastic Behavior of Columns and Frames |
|
|
551 | (4) |
| PART VI STRUCTURAL SYSTEMS FOR BUILDINGS |
|
|
General Concerns for Structures |
|
|
555 | (16) |
|
|
|
555 | (1) |
|
|
|
556 | (1) |
|
Building Code Requirements |
|
|
556 | (4) |
|
|
|
560 | (5) |
|
|
|
565 | (6) |
|
|
|
571 | (28) |
|
|
|
571 | (2) |
|
|
|
573 | (5) |
|
|
|
578 | (10) |
|
|
|
588 | (2) |
|
Alternative Steel and Masonry Structure |
|
|
590 | (3) |
|
|
|
593 | (6) |
|
|
|
599 | (13) |
|
|
|
601 | (4) |
|
|
|
605 | (4) |
|
Alternative Steel and Masonry Structure |
|
|
609 | (3) |
|
|
|
612 | (37) |
|
|
|
612 | (2) |
|
|
|
614 | (2) |
|
Design of the Floor System |
|
|
616 | (5) |
|
Design of the Steel Columns |
|
|
621 | (2) |
|
Design of the Steel Braced Frame |
|
|
623 | (5) |
|
|
|
628 | (1) |
|
Design of the Slab-and-Beam Floor Structure |
|
|
628 | (9) |
|
Design of the Concrete Columns |
|
|
637 | (3) |
|
Design of the Concrete Bents |
|
|
640 | (9) |
| References |
|
649 | (2) |
| Answers to Exercise Problems |
|
651 | (10) |
| Index |
|
661 | |
