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Now showing items 5934-5953 of 13163
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Digital Library and Archives, University Libraries, Virginia Tech, 2012-03-12)
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(Department of Computer Science, Virginia Polytechnic Institute & State University, 1998-04-01)
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(Virginia Polytechnic Institute and State University, 2012-04)A new strength prediction approach is presented for open web joists partially braced by a standing seam roof. The approach employs the existing AISC column curve to calculate top chord flexural buckling capacity using the ...
Now showing items 5934-5953 of 13163
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