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Discussion of “<i>Cold‐Formed Steel Z‐Sections with Sloping Edge Stiffness under Axial Load</i>” by Dimos Polyzois and Ashoka R. Sudharmapal (February, 1990, Vol. 116, No. 2)
Publisher: American Society of Civil Engineers
Estimating Uplift Capacity of Light Steel Roof System
Publisher: American Society of Civil Engineers
Abstract: Roof systems constructed using cold-formed steel components, i.e., C- or Z-shaped purlins and interconnected roof panels, have become a very popular form of construction in the United States. This type of roof system is ...
Erratum:
Publisher: American Society of Civil Engineers
Simplified Strength Prediction for Cold‐Formed C‐ and Z‐Shapes
Publisher: American Society of Civil Engineers
Abstract: Although cold‐formed steel C‐ and Z‐shaped members possess a very favorable strength‐to‐weight ratio, are easily fabricated and erected, and offer a cost‐effective structural design solution, they can be highly susceptible ...
Erratum:
Publisher: American Society of Civil Engineers
Closure to “<i>Estimating Uplift Capacity of Light Steel Roof System</i>” By Roger A. La Boube (March, 1992, Vol. 188, No. 3)
Publisher: American Society of Civil Engineers
Closure to “<i>Simplified Strength Prediction for Cold‐Formed C‐ and Z‐Shapes</i>” by R. A. LaBoube (June, 1993, Vol. 119, No. 6)
Publisher: American Society of Civil Engineers
Closure to “<i>Microcomputer Analysis of Guyed Towers as Lattices</i>” by Raja R. A. Issa and R. Richard Avent (April, 1991, Vol. 117, No. 4)
Publisher: American Society of Civil Engineers
Teaching Civil Engineering Design: Observations and Experiences
Publisher: American Society of Civil Engineers
Abstract: Civil engineering design is an inspired activity. It offers the engineer a high degree of autonomy to conceive or create a unique, state-of-the-art, functional, cost-effective facility. Civil engineering design calls on ...
Behavior of Arc Spot Weld Connections in Tension
Publisher: American Society of Civil Engineers
Abstract: Arc spot welds, commonly called puddle welds, are widely used for connecting cold‐formed steel roof decks to their supporting members. These support members are typically hot‐rolled steel beams or girders, or the top chord ...
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