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010 a| 97007981;

020 a| 0784402302;

035 a| (WaSeSS)ssj0001436633;

040 a| DLCc| DLCd| DLCd| WaSeSS;

049 a| EREEa| NEHH;

050 00 a| TA684b| .E288 1997;

245 00 a| Effective length and notional load approaches for assessing frame stabilityh| [electronic resource] :b| implications for American steel design /c| by the Task Committee on Effective Length of the Technical Committee on Load and Resistance Factor Design of the Technical Division of the Structural Engineering Institute of the American Society of Civil Engineers.;

260 a| New York :b| The Society,;

300 a| xv, 442 p. :b| ill. ;c| 22 cm.;

504 a| Includes bibliographical references and index.;

506 a| Available only to authorized users.;

538 a| Mode of access: World Wide Web;

650 0 a| Building, Iron and steel.=| ^A30678;

650 0 a| Structural framesx| Design and construction.=| ^A48741;

650 0 a| Structural stability.=| ^A162244;

650 0 a| Load factor design.=| ^A430691;

650 0 a| Steel, Structural.=| ^A30677;

655 0 a| Electronic books.=| ^A491897;

710 2 a| Structural Engineering Institute.b| Technical Committee on Load and Resistance Factor Design.b| Task Committee on Effective Length.?| UNAUTHORIZED;

856 40 z| Full text available from ASCE E-books and Standardsu| https://go.openathens.net/redirector/ecu.edu?url=https%3A%2F%2Fascelibrary.org%2Fdoi%2Fbook%2F10.1061%2F9780784402306;

949 a| CLICK ON WEB ADDRESSw| ASISh| JOYNER188;

949 a| CLICK ON WEB ADDRESSw| ASISh| HSL77;

949 a| CLICK ON WEB ADDRESSw| ASISh| JMUSIC60;

596 a| 1 3 4;

998 a| 6150710;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 6150710-1001l| JNETm| JOYNERr| Ys| Yt| JNESSBKu| 6/14/2023x| EBOOKz| JERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 6150710-2001l| HSLELECm| HSLr| Ys| Yt| HEBKu| 6/14/2023x| EBOOKz| HERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 6150710-3001l| MNETm| JMUSICr| Ys| Yt| MNESSBKu| 6/14/2023x| EBOOKz| JERESOURCE;

Effective length and notional load approaches for assessing frame stability implications for American steel design / by the Task Committee on Effective Length of the Technical Committee on Load and Resistance Factor Design of the Technical Division of the Structural Engineering Institute of the American Society of Civil Engineers.

Other author	Structural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length.
Format	Electronic
Publication Info	New York : The Society,
Description	xv, 442 p. : ill. ; 22 cm.
Supplemental Content	Full text available from ASCE E-books and Standards
Subjects	Building, Iron and steel. Structural frames--Design and construction. Structural stability. Load factor design. Steel, Structural.

Bibliography note	Includes bibliographical references and index.
Access restriction	Available only to authorized users.
Technical details	Mode of access: World Wide Web
Genre/form	Electronic books.
LCCN	97007981
ISBN	0784402302

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