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526 Result(s) Found for: shapes database
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Flange local buckling strength of hot-rolled steel W-shape solar array piers partially braced by soil
Continuing Education The local buckling strength of W-shaped hot-rolled steel piles braced by soil is approximated in this study. W-shaped piles are common foundations in solar array supports. For
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Comparison of Cross Frame Strength and Stiffness for Steel Bridge Systems using Angle and Tube-Shaped Members.pdf
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Evaluation of the Effect of Boat-Shaped Welds and Pneumatic Power Actuated Fasteners on the Seismic Behavior of Moment Frames
Matthew Eatherton Virginia Polytechnic Institute and State University 2015 View PDF
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Modal Interaction in Design of Improved Stiffened Trapezoidal Profiled Sheeting: Shape Grammar, Elastic Stability and Strength Analysis
Continuing Education The main goal of the present research is to investigate a procedure to design of improved stiffened trapezoidal profiled sheeting. In recent work, the authors have combined
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Evaluating Critical Temperatures of Axially Loaded I-shaped Steel Members Using ANSI/AISC-360 Appendix 4 and Finite Element Model
Continuing Education Stability is paramount to the load-carrying capacity of structural steel members subjected to fire. Actual buckling strengths of steel members in fire become lower than that at
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Modal Interaction in Design of Improved Stiffened Trapezoidal Profiled Sheeting - Shape Grammar, Elastic Stability and Strength Analysis.pdf
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In Memoriam: Raymond H.R. Tide
"Ray was a purposeful volunteer and leader in the technical activities of AISC, RCSC, and other organizations," said Charles J. Carter, SE, PE, PhD. "He always had things he wanted to accomplish and
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Reliability of Rotational Behavior of Framing Connections
Reliability of Rotational Behavior of Framing Connections Rauscher, Thomas R.; Gerstle, Kurt H. Thomas R. Rauscher; Kurt H. Gerstle 1 1992 Recent studies have pointed to the behavior of
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Study on the Influence of Measured Geometric Shape Deviations on the Deformation Capacity and Post-Buckling Behavior of Hollow Sections Loaded in Compression and Bending
Continuing Education In international design codes on the design of steel structures, the maximum rotational capacity of a section is limited and linked to the definition of cross-sectional classes.
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Don't Get Bent Out of Shape! Everything You Need to Know about Design Guide 36: Design Considerations for Camber [E18]
Continuing Education The new Design Guide 36, Design Considerations for Camber is a comprehensive resource about the art and science of camber. The theory and design of camber can be complex and