Layanan journal yang disediakan oleh Perpustakaan Universitas Gunadarma
| Judul Artikel | : | Beam Web Strength under Pairs of Concentrated Compression Loads |
|---|---|---|
| Judul Terbitan | : | Practice Periodical on Structural Design and Construction |
| ISSN | : | 10840680 |
| Bahasa | : | ENG |
| Tempat Terbit | : | Reston |
| Tahun | : | 0000 |
| Volume | : | Vol. 8 Issue 1 0000 |
| Penerbit | : | ASCE |
| Frekuensi Penerbitan | : | Triwulan |
| Penulis | : | David Duerr, P.E., M.ASCE |
| Abstraksi | : | Section Kl of the AISC allowable stress design and load and resistance factor design specifications prescribes a set of requirements by which the strength of the web of a flexural member or column must be evaluated when the web is subjected to aconcentrated load. All of the work upon which these requirements are based consider only single point loads. Loading conditions mayexist in which a beam is loaded by a pair of compression loads that are spaced in relatively close proximity. Application of the SectionKl provisions without consideration of the spacing of these loads may yield unconservative results. This paper derives means ofevaluating when two compressive loads of such a pair may be considered to act independently and how they may be treated if they areclose enough to interact with each other with respect to the strength of the web. |
| Kata Kunci | : | Web beams; Girders; Buckling; Compression |
| Lokasi | : | p. 25 |
| Terakreditasi | : | belum |