| Preface to the Ninth Edition |
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xiii | |
| Preface to the First Edition |
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xvii | |
| Introduction |
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1 | (10) |
| PART I PRINCIPLES OF STRUCTURAL MECHANICS |
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11 | (28) |
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11 | (4) |
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15 | (1) |
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16 | (2) |
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Resolution and Composition of Forces |
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18 | (2) |
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20 | (4) |
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Graphical Analysis of Planar Trusses |
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24 | (7) |
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Algebraic Analysis of Planar Trusses |
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31 | (8) |
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39 | (21) |
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39 | (4) |
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43 | (1) |
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43 | (1) |
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Deformation and Stress: Relations and Issues |
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44 | (4) |
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Design Use of Direct Stress |
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48 | (3) |
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Aspects of Dynamic Behavior |
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51 | (8) |
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Service Versus Ultimate Conditions |
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59 | (1) |
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Investigation of Beams and Frames |
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60 | (89) |
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60 | (5) |
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Beam Loads and Reaction Forces |
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65 | (4) |
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69 | (6) |
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75 | (7) |
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Sense of Bending in Beams |
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82 | (7) |
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Tabulated Values for Beam Behavior |
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89 | (5) |
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Development of Bending Resistance |
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94 | (3) |
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97 | (5) |
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Continuous and Restrained Beams |
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102 | (13) |
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Structures with Internal Pins |
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115 | (7) |
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122 | (14) |
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136 | (7) |
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Approximate Investigation of Indeterminate Structures |
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143 | (6) |
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149 | (30) |
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149 | (3) |
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152 | (5) |
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Transferring Moments of Inertia |
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157 | (3) |
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160 | (6) |
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Tables of Properties of Sections |
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166 | (13) |
| PART II WOOD CONSTRUCTION |
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179 | (33) |
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180 | (6) |
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186 | (4) |
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190 | (1) |
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191 | (2) |
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193 | (4) |
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197 | (6) |
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Decking for Roofs and Floors |
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203 | (5) |
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208 | (1) |
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208 | (1) |
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Miscellaneous Wood Structural Products |
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209 | (3) |
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212 | (17) |
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212 | (5) |
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217 | (3) |
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220 | (1) |
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221 | (4) |
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Miscellaneous Wood Compression Members |
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225 | (4) |
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Connections for Wood Structures |
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229 | (20) |
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229 | (11) |
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240 | (3) |
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Miscellaneous Fastening Devices |
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243 | (6) |
| PART III STEEL CONSTRUCTION |
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Steel Structural Products |
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249 | (10) |
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Design Methods for Steel Structures |
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249 | (1) |
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Materials for Steel Products |
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250 | (4) |
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Types of Steel Structural Products |
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254 | (5) |
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Steel Beams and Framing Elements |
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259 | (51) |
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259 | (2) |
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261 | (6) |
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267 | (5) |
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272 | (8) |
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280 | (10) |
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290 | (6) |
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Concentrated Load Effects on Beams |
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296 | (1) |
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Alternative Decks with Steel Framing |
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297 | (3) |
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300 | (2) |
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Manufactured Trusses for Flat Spans |
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302 | (8) |
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310 | (30) |
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310 | (2) |
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Slenderness and End Conditions |
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312 | (2) |
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Safe Axial Loads for Columns |
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314 | (3) |
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317 | (8) |
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325 | (5) |
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Column Framing and Connections |
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330 | (2) |
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332 | (8) |
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Connections for Steel Structures |
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340 | (36) |
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340 | (7) |
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Considerations for Bolted Connections |
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347 | (5) |
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Design of a Bolted Connection |
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352 | (7) |
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Bolted Framing Connections |
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359 | (5) |
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364 | (3) |
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367 | (4) |
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Design of Welded Connections |
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371 | (5) |
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Light-Gage Formed Steel Structures |
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376 | (9) |
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Light-Gage Steel Products |
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376 | (1) |
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377 | (5) |
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382 | (3) |
| PART IV CONCRETE AND MASONRY CONSTRUCTION |
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Reinforced Concrete Structures |
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385 | (67) |
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385 | (9) |
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Beams: Working Stress Method |
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394 | (13) |
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407 | (14) |
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421 | (5) |
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426 | (15) |
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Development Length for Reinforcement |
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441 | (8) |
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449 | (3) |
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Flat-Spanning Concrete Systems |
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452 | (24) |
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453 | (6) |
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General Considerations for Beams |
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459 | (5) |
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One-Way Joist Construction |
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464 | (2) |
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466 | (4) |
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Two-Way Spanning Solid-Slab Construction |
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470 | (2) |
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Special Flat-Spanning Systems |
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472 | (4) |
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Concrete Columns and Frames |
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476 | (36) |
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Effects of Compression Force |
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476 | (4) |
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General Considerations for Concrete Columns |
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480 | (7) |
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Design Methods and Aids for Concrete Columns |
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487 | (8) |
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Special Problems with Concrete Columns |
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495 | (5) |
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500 | (12) |
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512 | (25) |
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Shallow Bearing Foundations |
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512 | (1) |
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513 | (8) |
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521 | (9) |
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530 | (7) |
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General Considerations for Masonry Structures |
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537 | (11) |
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537 | (1) |
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538 | (1) |
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Basic Construction Consideration |
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539 | (1) |
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540 | (5) |
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545 | (3) |
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Design of Structural Masonry |
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548 | (11) |
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Unreinforced Structural Masonry |
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548 | (3) |
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Reinforced Masonry: General Considerations |
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551 | (3) |
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554 | (5) |
| PART V STRENGTH DESIGN |
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559 | (5) |
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Strength Versus Stress Methods |
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559 | (2) |
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561 | (1) |
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562 | (2) |
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Development of Design Methods |
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564 | (1) |
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Strength Design of Reinforced Concrete Structures |
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564 | (9) |
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General Application of Strength Methods |
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564 | (1) |
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Investigation and Design for Flexure: Strength Method |
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565 | (7) |
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572 | (1) |
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Strength Design of Steel Structures |
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573 | (12) |
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Inelastic Versus Elastic Behavior |
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573 | (7) |
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Plastic Hinging in Continuous and Restrained Beams |
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580 | (5) |
| PART VI STRUCTURAL SYSTEMS FOR BUILDINGS |
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General Considerations for Building Structures |
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585 | (15) |
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585 | (1) |
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586 | (1) |
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Building Code Requirements for Structures |
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586 | (7) |
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593 | (2) |
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595 | (5) |
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600 | (29) |
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600 | (1) |
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Design of the Wood Structure for Gravity Loads |
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601 | (5) |
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606 | (9) |
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Alternative Steel and Masonry Structure |
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615 | (6) |
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621 | (6) |
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627 | (2) |
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629 | (11) |
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631 | (3) |
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634 | (3) |
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Alternative Steel and Masonry Structure |
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637 | (3) |
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640 | (59) |
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640 | (4) |
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644 | (2) |
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Design of the Steel Structure |
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646 | (9) |
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Alternative Floor Construction with Trusses |
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655 | (5) |
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Design of the Trussed Bent for Wind |
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660 | (6) |
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Considerations for a Steel Rigid Frame |
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666 | (3) |
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Considerations for a Masonry Wall Structure |
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669 | (5) |
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674 | (21) |
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Design of the Foundations |
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695 | (4) |
| References |
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699 | (2) |
| Answers to Exercise Problems |
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701 | (6) |
| Index |
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707 | |
