Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section
Cold-formed steel (CFS) members designed with proper stiffener can significantly increase the loading capacity of the connected member even though they are thin and slender. Design recommendations of connections especially for CFS sections are mostly related to the load-carrying capacities of indivi...
| Main Authors: | , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2020
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| Subjects: | |
| Online Access: | http://eprints.utm.my/92503/1/MahmoodMdTahir2020_BehaviourofRectangularGussetPlate.pdf |