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Showing 1 to 13 of 13 for “"standing seam"”.

  1. Uplift loaded standing seam roof systems

    … predict the failure of an uplift-loaded standing seam roof system. Four sets of full-scale tests were conducted and their results were analyzed along with previous results (Anderson 1991). It was found that by normalizing the data, a reduction factor could be established for each test set …

    vt Repository record for Uplift loaded standing seam roof systems (opens in a new tab)

  2. Standing seam roof system strength under uplift loading

    … for uplift loading of C- and Z-purlin supported, standing seam metal building roof systems. To achieve this end, eight sets of full-scale roof system tests were conducted. Each test set consisted of a single span base test and a three-span, multi-purlin line, confirming test. The base test method …

    vt Repository record for Standing seam roof system strength under uplift loading (opens in a new tab)

  3. Further studies of uplift loaded standing seam roof systems

    … means to predict the capacity of gravity loaded standing seam roof systems. However, for uplift loaded standing seam roof systems, the base test method is still being investigated. Previous tests conducted at Virginia Tech in 1990 and 1991 have led to the belief that scatter is inherent in the …

    vt Repository record for Further studies of uplift loaded standing seam roof systems (opens in a new tab)

  4. Base test method for gravity loaded standing seam roof systems

    … capacity of multiple spans, multiple purlin line standing seam roof systems. The method uses results from a single span, simply supported, two purlin line experimental tests, the 1986 American Iron and Steel Institute Specifications, and stiffness analysis of the actual design system. Currently, a …

    vt Repository record for Base test method for gravity loaded standing seam roof systems (opens in a new tab)

  5. Strength of z-purlin supported standing seam roof systems under gravity loading

    The objective of the Standing Seam Roof Systems Research Project at the Virginia Polytechnic Institute and State University is to develop a design procedure for the strength of Z-purlin supported standing seam roof systems under gravity leading. Various approaches were taken to calculate the …

    vt Repository record for Strength of z-purlin supported standing seam roof systems under gravity loading (opens in a new tab)

  6. Investigation of Single Span Z-Section Purlins Supporting Standing Seam Roof Systems Considering Distortional Buckling

    … strength for cold-formed purlins supporting a standing seam metal roof system is the 1996 AISI Specification for the Design of Cold-Formed Steel Structural Members, which contains provisions for local and lateral buckling. Previous research has determined that the AISI provisions for local …

    vt Repository record for Investigation of Single Span Z-Section Purlins Supporting Standing Seam Roof Systems Considering Distortional Buckling (opens in a new tab)

  7. Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings

    … [5] as a means of determining the strength of standing seam roof systems under gravity loading. The objective of this thesis is to evaluate the accuracy of the base test method. To do this, eleven sets of tests were performed at Virginia Polytechnic Institute & State University (VPl&SU). Each …

    vt Repository record for Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings (opens in a new tab)

  8. Further Study of the Gravity Loading Base Test Method

    … the positive moment strength of gravity loaded standing seam metal roof systems is the "Base Test Method". The Base Test Method provides a means for determining the positive moment strength of a multiple span, multiple purlin line standing seam roof system using the results from a set of six …

    vt Repository record for Further Study of the Gravity Loading Base Test Method (opens in a new tab)

  9. Computational and Experimental Study on the Behavior of Diaphragms in Steel Buildings

    … of a typical steel braced frame building, and standing seam roof diaphragms for a typical metal building. Compared to vertical elements of a building's LFRS, our understanding of the horizontal elements, i.e., the diaphragms, is grossly lacking. The motivation for this work comes from the gaps …

    vt Repository record for Computational and Experimental Study on the Behavior of Diaphragms in Steel Buildings (opens in a new tab)

  10. Investigation of Inflection Points as Brace Points in Multi-Span Purlin Roof Systems

    … conducted using "C" and "Z" purlins attached to standing seam and through fastened panels. These tests were subjected to uniform gravity loading by means of a vacuum chamber. The experimental results were compared with analytical predictions based on the 1996 AISI Specifications with and without …

    vt Repository record for Investigation of Inflection Points as Brace Points in Multi-Span Purlin Roof Systems (opens in a new tab)

  11. Experimental Determination of Required Lateral Restraint Forces for Z-Purlin Supported, Sloped Metal Roof Systems

    … were used extensively with through-fastened and standing seam roof panel. Two, four, and six purlin lines were used for the single span tests while only four purlin lines were used for the multiple span tests. Restraint forces were measured at five restraint locations in each span: support, …

    vt Repository record for Experimental Determination of Required Lateral Restraint Forces for Z-Purlin Supported, Sloped Metal Roof Systems (opens in a new tab)

  12. Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method

    Z-sections are widely used as secondary members in metal building roof systems. Lateral restraints are required to maintain the stability of a Z-section roof system and provide resistance to the lateral forces generated by the slope of the roof and the effects due to the rotation of the principal …

    vt Repository record for Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method (opens in a new tab)