Deflection of Nested Cold-Formed Steel Z-Section BeamsSource: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011Author:Ahmad Ali Ghosn
DOI: 10.1061/(ASCE)0733-9445(2002)128:11(1423)Publisher: American Society of Civil Engineers
Abstract: Stiffened Z-section beam purlins were tested to evaluate the deflection behavior of lap joints under combined bending and shear. The tested beams had a span length of 243.84 cm (8 ft), nominal web depths of 20.32 cm (8 in.) and 24.13 cm (9.5 in.), and a metal thickness ranging from 1.542 mm (0.060 in.) to 2.565 mm (0.101 in.). The corresponding web depth-to-thickness ratio
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| contributor author | Ahmad Ali Ghosn | |
| date accessioned | 2017-05-08T20:58:12Z | |
| date available | 2017-05-08T20:58:12Z | |
| date copyright | November 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A11%281423%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33735 | |
| description abstract | Stiffened Z-section beam purlins were tested to evaluate the deflection behavior of lap joints under combined bending and shear. The tested beams had a span length of 243.84 cm (8 ft), nominal web depths of 20.32 cm (8 in.) and 24.13 cm (9.5 in.), and a metal thickness ranging from 1.542 mm (0.060 in.) to 2.565 mm (0.101 in.). The corresponding web depth-to-thickness ratio | |
| publisher | American Society of Civil Engineers | |
| title | Deflection of Nested Cold-Formed Steel Z-Section Beams | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:11(1423) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011 | |
| contenttype | Fulltext |