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The effect of lateral bracing on the stability of steel trusses

โœ Scribed by Theodore Galambos; Constantine Xykis


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
318 KB
Volume
20
Category
Article
ISSN
0143-974X

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## Abstract In steel construction Xโ€type bracings are very often designed under the assumption that the compression diagonal will go slack and only the tension diagonal is accounted for in the structural analysis. With higher horizontal loads, when heavier diagonal sections are required, this assum