Cold Formed Steel Type C On Beams With Connection Variations
Nindyawati Nindyawati,
Roro Sulaksitaningrum,
Setya Nugraha Pratama
et al.
Abstract:The disadvantages of using cold rolled steel (cold formed steel) include a thin profile and low stiffness of the connecting parts. Stiffness research of various types of joints is needed to study element failure, machine error or connection failure which causes the collapse of cold rolled steel structures. Analysis is needed for cantilever structures, because the maximum deflection that occurs in cantilever structures is greater than that of simply supported beam structures. The shape and type of cold rolled s… Show more
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