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- W4386058512 abstract "This paper analytically and numerically verifies the new design approach for cold-formed steel connections. The need of an easy and rapid construction of moment-resisting frames in cold-formed steel resulted in the screwed connections which are good in taking bearing and shearing forces. The closed cold-formed rectangular box sections are used as the main frame member. The connection idea is to symmetrically distribute the beam moments to column moments through the gusset plates which are screw fastened to the structural members. To begin with, the structural members are sized based on the structural loading. The optimum shape of the gusset plate was found based on the numerical formulations. The size of the gusset plates is formulated based on the beam and column sizes, possibility of assembling the required number of screws and also on the aesthetic sense. The thickness of the gusset plates is arrived based on the numerical simulations by modelling the screws as ties, and the research has progressed towards formulating the expressions for the minimum thickness of the gusset plates based on the moments. The availability of the sheets in the market and also the possible drilling thickness of self-drilling screw also affects the thickness of gusset plates for the practical works." @default.
- W4386058512 created "2023-08-23" @default.
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- W4386058512 date "2023-01-01" @default.
- W4386058512 modified "2023-09-27" @default.
- W4386058512 title "Cold-Formed Steel Frames Using Self-Drilling Screw Connections" @default.
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- W4386058512 doi "https://doi.org/10.1007/978-981-19-9394-7_36" @default.
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