AISC
Search Results
526 Result(s) Found for: shapes database
-
Ten Reasons to Use Structural Steel
Why use structural steel? Here are the top ten reasons: Cost-effective - Compared to other framing materials, structural steel brings greater value to a project in terms of initial cost as well as
-
Wind Connections with Simple Framing
Wind Connections with Simple Framing Disque, Robert O. Robert O. Disque 3 1964 IF A MULTI-STORY building is designed with simple framing (Type 2, AISC Specification Sect. 1.2), the frame must be
-
Designing Longitudinal Welds for Bridge Members
Designing Longitudinal Welds for Bridge Members Alexander, Warren G. Alexander, Warren G. 1 1991 By far the greatest amount of welding in all structures consists of longitudinal welds used to
-
SIPC - A practical geometric nonlinear analysis method for the design of metal structures
Continuing Education Geometric nonlinear or second-order effects are the changes to forces, moments, and displacements that result when solving the equations of equilibrium on the actual deformed
-
Lake Bridges over Kentucky Lake and Lake Barkley
Featured Steel Bridge Project Lake Bridges over Kentucky Lake and Lake Barkley Marshall and Trigg Counties Kentucky Opened to traffic in 2018, the new U.S. 68/KY 80 Bridges across Kentucky Lake (
-
Analysis and Design of Chevron Brace Connections with Flat Bar Gussets
Continuing Education Typically, chevron brace connections are detailed with one gusset plate used to connect all of the braces framing to a joint. When geometry permits, it may be more economical to
-
Design Aid of Semi-rigid Connections for Frame Analysis
Design Aid of Semi-rigid Connections for Frame Analysis Kishi, N.; Chen, Wai-Fah; Goto, Y.; Matsuoka, K.G. N. Kishi; Wai-Fah Chen; Y. Goto; K.G. Matsuoka 3 1993 In this paper, a useful design
-
Technical Note: Optimum Flexural Design of Steel Members Utilizing Moment Gradient and Cb
Technical Note: Optimum Flexural Design of Steel Members Utilizing Moment Gradient and Cb Aminmansour, Abbas Abbas Aminmansour 1 2009 Flexural strength of members based on the limit state of
-
Designing Compact Gussets with the Uniform Force Method
Designing Compact Gussets with the Uniform Force Method Muir, Larry S. Larry S. Muir 1 2008 The Uniform Force Method (UFM) is the preferred method given for determining the forces that exist at
-
Fatigue Life Prediction and Variability of New and Existing Welded CHS Y-Joints
Fatigue Life Prediction and Variability of New and Existing Welded CHS Y-Joints Foley, Christopher M; Peronto, John L.; Fournelle, Raymond A. Foley, Christopher M Foley; John L. Peronto; Raymond A.