{"product_id":"9781259588013","title":"Steel Structures Design for Lateral and Vertical Forces, Second Edition","description":"\u003cb\u003eAuthor(s): Williams, Alan\u003c\/b\u003e\u003cbr\u003e\u003cbr\u003e\n\n\u003cp\u003e\u003cspan style='FONT-SIZE: 12pt; FONT-FAMILY: \"Times New Roman\",\"serif\"; LAYOUT-GRID-MODE: line; COLOR: black; mso-fareast-font-family: \"Times New Roman\"; mso-ansi-language: EN-US; mso-fareast-language: EN-US; mso-bidi-language: AR-SA'\u003eA Thoroughly Updated Guide to the Design of Steel Structures\u003c\/span\u003e\u003c\/p\u003e\u003cspan style='FONT-SIZE: 12pt; FONT-FAMILY: \"Times New Roman\",\"serif\"; LAYOUT-GRID-MODE: line; COLOR: black; mso-fareast-font-family: \"Times New Roman\"; mso-ansi-language: EN-US; mso-fareast-language: EN-US; mso-bidi-language: AR-SA'\u003e\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt\"\u003e\u003cspan style=\"mso-bidi-font-size: 12.0pt\"\u003eThis comprehensive resource offers practical coverage of steel structures design and clearly \u003c\/span\u003eexplains the provisions of the 2015 International Building Code, the American Society of Civil Engineers ASCE 7-10, and the American Institute of Steel Construction AISC 360-10 and AISC 341-10.\u003cspan style=\"mso-bidi-font-size: 12.0pt\"\u003e \u003ci style=\"mso-bidi-font-style: normal\"\u003eSteel Structures Design for Lateral and Vertical Forces\u003c\/i\u003e,\u003cb style=\"mso-bidi-font-weight: normal\"\u003e \u003c\/b\u003eSecond\u003cb style=\"mso-bidi-font-weight: normal\"\u003e \u003c\/b\u003eEdition, features start-to-finish engineering strategies that encompass the entire range of steel building materials, members, and loads. \u003c\/span\u003eAll techniques strictly conform to the latest ­codes and specifications. A brand new chapter on the design of steel structures for lateral loads explains design techniques and innovations in concentrically and eccentrically braced frames and moment frames. \u003cspan style=\"mso-bidi-font-size: 12.0pt\"\u003eThroughout, design examples, including step-by-step solutions, and end-of-chapter problems using both ASD and LRFD methods demonstrate real-world applications and illustrate how code requirements apply to both lateral and vertical forces.\u003c?xml:namespace prefix = \"o\" ns = \"urn:schemas-microsoft-com:office:office\" \/\u003e\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt\"\u003e\u003cspan style=\"mso-bidi-font-size: 12.0pt\"\u003e\u003cp\u003e \u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt\"\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eThis up-to-date Second Edition covers:\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eSteel Buildings and Design Criteria\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign Loads\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eBehavior of Steel Structures under Design Loads\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Steel Beams in Flexure\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Steel Beams for Shear and Torsion\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Compression Members\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eStability of Frames\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign by Inelastic Analysis\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Tension Members\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Bolted and Welded Connections\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003ePlate Girders and Composite Members\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoBodyText\" style=\"MARGIN: 0in 0in 0pt 0.5in; TEXT-INDENT: -0.25in; mso-list: l0 level1 lfo1\"\u003e\u003cspan style=\"FONT-FAMILY: Symbol; LAYOUT-GRID-MODE: line; mso-fareast-font-family: Symbol; mso-bidi-font-family: Symbol; mso-bidi-font-size: 12.0pt\"\u003e\u003cspan style=\"mso-list: Ignore\"\u003e·\u003cspan style='FONT: 7pt \"Times New Roman\"'\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan style=\"LAYOUT-GRID-MODE: line; mso-bidi-font-size: 12.0pt\"\u003eDesign of Steel Structures for Lateral Loads\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cp\u003e\u003c\/p\u003e\u003c\/span\u003e \n\n\u003cbr\u003e\u003cbr\u003eReview(s):\u003cbr\u003e\u003cbr\u003e\u003cbr\u003eEAN: 9781259588013\u003cbr\u003e\u003cbr\u003eAge Group:  \u003cbr\u003e\u003cbr\u003eNumber of Pages: 688\u003cbr\u003e\u003cbr\u003eWeight: 1385.3 gr\u003cbr\u003e\u003cbr\u003e","brand":"McGraw Hill","offers":[{"title":"Hardback","offer_id":43845828346094,"sku":"9781259588013","price":247.89,"currency_code":"AUD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0630\/9612\/7726\/products\/9781259588013_16d67795-b976-4e03-a667-bf049c512118.jpg?v=1671238706","url":"https:\/\/bookland.com.au\/products\/9781259588013","provider":"Book Land AU","version":"1.0","type":"link"}