000 | 02945nam a2200229Ia 4500 | ||
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003 | NULRC | ||
005 | 20250520102908.0 | ||
008 | 250520s9999 xx 000 0 und d | ||
020 | _a9781138831063 | ||
040 | _cNULRC | ||
050 | _aTA 684 .S74 2018 | ||
245 | 0 |
_aSteel design / _cedited by Paul W. McMullin, Jonathan S. Price, Richard T. Seelos |
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260 |
_aNew York : _bRoutledge, _cc2018 |
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300 |
_axvi, 311 pages : _billustrations ; _c19 cm. |
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365 | _bUSD34.95 | ||
504 | _aIncludes bibliographical references and index. | ||
505 | _a1.LeBow Business Building -- 1.1.Introduction -- 1.2.Design Development -- 1.3.Construction Documents -- 1.4.Construction Administration -- 1.5.Opening -- 2.Steel Fundamentals -- 2.1.Historical Overview -- 2.2.Codes -- 2.3.Materials -- 2.4.Material Behavior -- 2.5.Structural Configuration -- 2.6.Section Types and their Properties -- 2.7.Construction -- 2.8.Quality Control -- 2.9.Where We Go from Here -- 3.Steel Tension -- 3.1.Stability -- 3.2.Capacity -- 3.3.Demand vs Capacity -- 3.4.Deflection -- 3.5.Detailing -- 3.6.Design Steps -- 3.7.Example: Tension Member Design -- 3.8.Where We Go from Here -- 4.Steel Bending -- 4.1.Stability -- 4.2.Capacity -- 4.3.Demand versus Capacity -- 4.4.Serviceability Limit States -- 4.5.Design Steps -- 4.6.Example: Flexural Member Design -- 4.7.Where We Go from Here -- 5.Steel Shear and Torsion -- 5.1.Stability -- 5.2.Capacity -- 5.3.Demand vs Capacity -- 5.4.Deflection -- 5.5.Detailing -- 5.6.Design Steps Note continued -- 5.7.Design Example -- 5.8.Where We Go from Here -- 6.Steel Compression -- 6.1.Stability -- 6.2.Capacity -- 6.3.Demand vs Capacity -- 6.4.Deflection -- 6.5.Design Steps -- 6.6.Design Example -- 6.7.Where We Go from Here -- 7.Steel Lateral Design -- 7.1.Introduction -- 7.2.Lateral Load Paths -- 7.3.Diaphragms -- 7.4.Lateral System Types -- 7.5.Seismic Design Considerations -- 7.6.Where We Go from Here -- 8.Steel Connections -- 8.1.Connector Types -- 8.2.Capacity -- 8.3.Demand vs. Capacity -- 8.4.Detailing -- 8.5.Design Steps -- 8.6.Design Example -- 8.7.Where We Go from Here. | ||
520 | _aSteel Design covers steel design fundamentals for architects and engineers, such as tension elements, flexural elements, shear and torsion, compression elements, connections, and lateral design. As part of the Architect’s Guidebooks to Structures series it provides a comprehensive overview using both imperial and metric units of measurement. Each chapter includes design steps, rules of thumb, and design examples. This book is meant for both professionals and for students taking structures courses or comprehensive studies. As a compact summary of key ideas, it is ideal for anyone needing a quick guide to steel design. More than 150 black and white images are included. | ||
650 | _aSTRUCTURAL DESIGN | ||
700 |
_aMcMullin, Paul W. ;McMullin, Paul W. ;Seelos, Richard T. _eeditor;editor;editor |
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942 |
_2lcc _cBK |
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999 |
_c18133 _d18133 |