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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) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): R. A. LaBoube
    Publisher: American Society of Civil Engineers
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    Estimating Uplift Capacity of Light Steel Roof System 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): R. A. LaBoube
    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 ...
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    Erratum: 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): R. A. LaBoube
    Publisher: American Society of Civil Engineers
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    Simplified Strength Prediction for Cold‐Formed C‐ and Z‐Shapes 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): R. A. LaBoube
    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 ...
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    Erratum: 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): R. A. LaBoube
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Estimating Uplift Capacity of Light Steel Roof System</i>” By Roger A. La Boube (March, 1992, Vol. 188, No. 3) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): R. A. La Boube
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Simplified Strength Prediction for Cold‐Formed C‐ and Z‐Shapes</i>” by R. A. LaBoube (June, 1993, Vol. 119, No. 6) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): R. A. LaBoube
    Publisher: American Society of Civil Engineers
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    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) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): R. A. LaBoube
    Publisher: American Society of Civil Engineers
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    Teaching Civil Engineering Design: Observations and Experiences 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1995:;Volume ( 121 ):;issue: 001
    Author(s): C. D. Morris; R. A. LaBoube
    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 ...
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    Behavior of Arc Spot Weld Connections in Tension 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): R. A. LaBoube; W. W. Yu
    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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