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Theoretical study showed the transverse stiffness offered by the tension diagonal in cross-bracing systems is sufficient for assuming that, for out-of-plane buckling, the effective length of the compression diagonal is 0. Times the diagonal length. Two series of tests were performed to demonstrate the validity of the theoretical study. The tests were performed on flat bars. The bar cross section was 1-in. Wide with 1 / 4 in., 3 8 in. Or 1 / 2 in. Thicknesses.
- Author
- Gonzalo Abarca
- Language
- EN