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Structural Steel Design
ISBN: 9780132218160 | 013221816X
Edition: 4thFormat: Hardcover
Publisher: Prentice Hall
Pub. Date: 1/1/2008
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This best selling text has been fully updated to conform to the latest American Manual of Steel Construction. The material is presented in an easy-to-read student-friendly style. BothLoad and Resistance Factor Design(LRFD) and Allowable Stress Design(ASD) are now covered and calculations are worked out side-by-side to allow for easy identification of the different methods.
For undergraduate courses in Steel Design. This best selling text has been fully updated to conform to the latest American Manual of Steel Const... MORE
For undergraduate courses in Steel Design. This best selling text has been fully updated to conform to the latest American Manual of Steel Const... MORE
| Introduction to Structural Steel Design | |
| Advantages of Steel as a Structural Material | |
| Disadvantages of Steel as a Structural Material | |
| Early uses of Iron and Steel | |
| Steel Sections | |
| Metric Units | |
| Cold-Formed Light-Gage Steel Shapes | |
| Steel-Strain Relationships in Structural Steel | |
| Modern Structural Steels | |
| Use... MORE | |
| Measurement of Toughness | |
| Jumbo Sections | |
| Lamellar Tearing | |
| Furnishing of Structural Steel | |
| The Work of the Structural Designer | |
| Responsibilities of the Structural Designer | |
| Economical Design of Steel Members | |
| Failure of Structures | |
| Handling and Shipping Structural Steel | |
| Calculation Accuracy | |
| Computers and Structural Design | |
| Specifications, Loads, and Methods of Design. | |
| Specifications and Building Codes | |
| Loads | |
| Dead Loads | |
| Live Loads | |
| Environmental Loads | |
| Loads and Resistance Factor Design (LRFD) and Allowable Design (ASD) | |
| Normal Strengths | |
| Two Methods for Doing the Same Thing | |
| Shading | |
| Computation of Loads for LRFD and ASD | |
| Computing Combined Loads with LRFD Expressions | |
| Computing Combined Loads with ASD Expressions | |
| Discussion of Sizes of Load Factors and Safety Factors | |
| Authors Comment | |
| Problems | |
| Analysis of Tension Members | |
| Introduction | |
| Nominal Strengths of Tension | |
| Net Areas | |
| Effect of Staggered Holes | |
| Effective Net Areas | |
| Connecting Elements for Tension Members | |
| Block Shear | |
| Problems | |
| Design of Tension Members | |
| Selection of Sections | |
| Built-Up Tension Members | |
| Rods and Bars | |
| Pin-Connected Members | |
| Designs for Fatigue Loads | |
| Problems | |
| Introduction to Axially Loaded Compression Members. | |
| General | |
| Residual | |
| Sections used for columns | |
| Development of Column Formulas | |
| The Euler Formula | |
| End Restraint and Effective Length of Columns | |
| Stiffened and Unstiffened Elements | |
| Long, Short, and Intermediate | |
| Column Formulas | |
| Maximum Slenderness Ratios | |
| Example Problems | |
| Problems | |
| Design of Axially Loaded Tension Members. | |
| Introduction | |
| AISC Design Tables | |
| Column Splices | |
| Built-Up Columns | |
| Built- Up Columns with Components in Contact with each other | |
| Connection Requirements for Built-Up Columns Whose Components are in Contact with Each other | |
| Built-Up Columns with Components not in Contact with Each Other | |
| Introductory Remarks Concerning Flexural-Torsional Buckling of Compression Members | |
| Single-Angle Compression Members | |
| Sections Containing Slender Elements | |
| Problems | |
| Design of Axially Loaded Compression Members Continued | |
| Further Discussion of Effective Lengths | |
| Frames Meeting Alignment Chart Assumptions | |
| Frames not meeting Alignments Chart Assumptions | |
| Stiffness-Reduction Factors | |
| Columns Leaning on Each Other for In-Plane Design | |
| Base Plates for Concentrically Loaded Columns | |
| Problems | |
| Introduction to Beams. | |
| Types of Beans | |
| Sections used as Beams | |
| Bending Stresses | |
| Plastic Hinges | |
| Elastic Design | |
| The Plastic Modulus | |
| Theory of Plastic Analysis | |
| The Collapse Mechanism | |
| The vi | |
| Table of Contents provided by Publisher. All Rights Reserved. |
