02-17-2011, 10:18 AM
AISC-Efficient Analysis for Steel Design
Author: Louis F. Geschwindner, Ph.D., P.E | Size: 7.77 MB | Format: PDF | Publisher: AISC | Year: 2009 | pages: 352
Design Steel Your Way II
Efficient Analysis for Steel Design using the 2005 AISC Specification
Can you imagine designing without ever having to calculate a K-factor again? It's an option now, called the Direct Analysis Method.
Attend this seminar and you will understand the principles of analysis and design that are the basis of the 2005 AISC Specification for Structural Steel Buildings. Learn an approach to design that results in an economical structural steel solution achieved with the efficiency required of a design office. See the basic differences between first-order analysis and second-order analysis, when and why second-order analysis must be used, and how to use the various methods provided for in ANSI/AISC 360.
You will learn about stability of structural frames, the use and misuse of the effective length factor, K, and the how and why of design without the need for K. Extensive analysis and design examples will be provided so that attendees have guidance to follow when approaching their own specific projects. Although specific software will not be discussed, examples will be presented that illustrate how to carry out the new Direct Analysis Method with the currently available software and how to evaluate your own software for accomplishing an acceptable analysis. Each attendee will receive a copy of the Course Notes and AISC's Basic Design Values card.
Efficient Analysis for Steel Design using the 2005 AISC Specification
Can you imagine designing without ever having to calculate a K-factor again? It's an option now, called the Direct Analysis Method.
Attend this seminar and you will understand the principles of analysis and design that are the basis of the 2005 AISC Specification for Structural Steel Buildings. Learn an approach to design that results in an economical structural steel solution achieved with the efficiency required of a design office. See the basic differences between first-order analysis and second-order analysis, when and why second-order analysis must be used, and how to use the various methods provided for in ANSI/AISC 360.
You will learn about stability of structural frames, the use and misuse of the effective length factor, K, and the how and why of design without the need for K. Extensive analysis and design examples will be provided so that attendees have guidance to follow when approaching their own specific projects. Although specific software will not be discussed, examples will be presented that illustrate how to carry out the new Direct Analysis Method with the currently available software and how to evaluate your own software for accomplishing an acceptable analysis. Each attendee will receive a copy of the Course Notes and AISC's Basic Design Values card.
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