Experimental and Analytical Investigation of the Shear Strength of Unstiffened Tapered Steel Members
Tapered beams and columns are often used in single story gable framed steel buildings for reasons of economy. By varying the resistance to bending in similar proportion to the bending moments, more economical structures can be obtained. The beam and column connection, or knee area, is generally su...
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| Format: | Others |
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/36067 http://scholar.lib.vt.edu/theses/available/etd-12112007-215920/ |