TECHNICAL PAPERS
Dec 1, 1993

Novel Design Algorithms for K Factor Calculation and Beam‐Column Selection

Publication: Journal of Structural Engineering
Volume 119, Issue 12

Abstract

Existing methods for calculating the LRFD design nomograph for an effective length K factor utilize iterative algorithms such as the method of bisection. This paper presents a novel algorithm that computes the K factor with no iterations. This algorithm computes an approximate K factor, which is often within 2% of the true nomograph value of K. The initial section selection method offered in the LRFD Manual is primarily a hand‐calculation technique relying on the engineer's intuition for selection trial sections. A computer‐based algorithm is developed herein for the initial beam‐column section selection using the LRFD strength criteria (the beam‐column interaction equation). An example problem presents typical preliminary member sizes for girders and beam‐columns using these techniques. The computer program DFRAME, which uses these methods, is briefly described and is implemented in C++, an object‐oriented language, using Digital Equipment and Sun workstations.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 12December 1993
Pages: 3630 - 3648

History

Received: Sep 27, 1991
Published online: Dec 1, 1993
Published in print: Dec 1993

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Authors

Affiliations

N. Agbayani, Student Member, ASCE
Struct. Engr., Berkeley, CA
P. Jayachandran, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., MS: KH117, Worcester Polytechnic Inst., 100 Institute Rd., Worcester, MA 01609‐2280
D. Sriram, Associate Member, ASCE
Assoc. Prof., Intelligent Engrg. Systems Lab., Dept. of Civ. and Envir. Engrg., MS: 1‐253, Massachusetts Inst. of Tech., Cambridge, MA 02139

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