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    Establishment of Future A-Shape Geometry for Residential Construction 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 003:;page 04025005-1
    Author(s): Chase Ottmers; Eric Stoddard; Matthew Yarnold
    Publisher: American Society of Civil Engineers
    Abstract: Steel buildings utilizing steel-concrete composite construction typically have large floor depths due to the concrete deck cast above wide-flange beams. Stay-in-place formwork is placed on the bottom flange to achieve ...
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    Residual Stress and Global Deflection Limits for Future Hot-Rolled Steel Asymmetric I-Beams 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021232
    Author(s): Eric Stoddard; Matthew Yarnold
    Publisher: ASCE
    Abstract: Medium-span to long-span floor systems in residential and commercial construction have commonly used steel–concrete composite construction. These composite floor systems have become more structurally efficient with the use ...
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    Full-Scale System Testing for Asymmetric Steel I-Beams in Shallow-Depth Composite Floor Systems 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008:;page 04025107-1
    Author(s): Chase Ottmers; Robel Wondimu Alemayehu; Matthew Yarnold
    Publisher: American Society of Civil Engineers
    Abstract: Shallow-depth composite floor systems reduce floor depth by placing deep decking (or precast concrete panels) on the bottom flange of a steel beam that is partially encased in concrete. For ease of construction, an asymmetric ...
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    Dead Load Evaluation through Truss Bridge Deconstruction Monitoring 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 001
    Author(s): Brittany Murphy; James Locum; Michael Belser; Kassam Bhegani; Matthew Yarnold
    Publisher: American Society of Civil Engineers
    Abstract: A unique research study was performed on a steel truss bridge over 80 years old that was being taken out of service. The primary objective of the study was to evaluate the accuracy of dead load estimation for an existing ...
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    Field Study of Bonded Link Slabs Subjected to Ambient Live and Thermal Loads 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024029-1
    Author(s): Andrew N. Pearson; Anna C. Birely; Matthew Yarnold; Stefan Hurlebaus
    Publisher: ASCE
    Abstract: Multispan bridges with simply supported girders are straightforward to construct and economical but have historically utilized expansion joints between spans. The negative long-term impacts of expansion joints are ...
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