STEEL COLUMN DESIGN USING LRFD.

W. F. Chen; E. M. Lui

STEEL COLUMN DESIGN USING LRFD.

Research output: Chapter in Book/Entry/Poem › Chapter

Abstract

Load and resistance factor design (LRFD) is a method of proportioning structural components such that no applicable limit state is exceeded when the structure is subjected to all appropriate load combinations. This limit state design format provides a framework within which explicit and separate consideration is given to a number of distinct performance requirements. It gives the designer a clear picture of the key parameters that affect the strength of the material and the factors that contribute to the load effects on the member. The analysis and design of columns using a LRFD approach is given in this report to demonstrate the practicability of this design format.

Original language	English (US)
Title of host publication	Purdue University, School of Civil Engineering, Structural Engineering (Technical Report) CE-STR
State	Published - Jan 1984
Externally published	Yes

ASJC Scopus subject areas

General Engineering

Cite this

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title = "STEEL COLUMN DESIGN USING LRFD.",

abstract = "Load and resistance factor design (LRFD) is a method of proportioning structural components such that no applicable limit state is exceeded when the structure is subjected to all appropriate load combinations. This limit state design format provides a framework within which explicit and separate consideration is given to a number of distinct performance requirements. It gives the designer a clear picture of the key parameters that affect the strength of the material and the factors that contribute to the load effects on the member. The analysis and design of columns using a LRFD approach is given in this report to demonstrate the practicability of this design format.",

author = "Chen, {W. F.} and Lui, {E. M.}",

year = "1984",

month = jan,

language = "English (US)",

booktitle = "Purdue University, School of Civil Engineering, Structural Engineering (Technical Report) CE-STR",

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TY - CHAP

T1 - STEEL COLUMN DESIGN USING LRFD.

AU - Chen, W. F.

AU - Lui, E. M.

PY - 1984/1

Y1 - 1984/1

N2 - Load and resistance factor design (LRFD) is a method of proportioning structural components such that no applicable limit state is exceeded when the structure is subjected to all appropriate load combinations. This limit state design format provides a framework within which explicit and separate consideration is given to a number of distinct performance requirements. It gives the designer a clear picture of the key parameters that affect the strength of the material and the factors that contribute to the load effects on the member. The analysis and design of columns using a LRFD approach is given in this report to demonstrate the practicability of this design format.

AB - Load and resistance factor design (LRFD) is a method of proportioning structural components such that no applicable limit state is exceeded when the structure is subjected to all appropriate load combinations. This limit state design format provides a framework within which explicit and separate consideration is given to a number of distinct performance requirements. It gives the designer a clear picture of the key parameters that affect the strength of the material and the factors that contribute to the load effects on the member. The analysis and design of columns using a LRFD approach is given in this report to demonstrate the practicability of this design format.

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UR - http://www.scopus.com/inward/citedby.url?scp=0021117437&partnerID=8YFLogxK

M3 - Chapter

AN - SCOPUS:0021117437

BT - Purdue University, School of Civil Engineering, Structural Engineering (Technical Report) CE-STR

ER -

STEEL COLUMN DESIGN USING LRFD.

Abstract

ASJC Scopus subject areas

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