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旧 2009-09-16, 04:36 PM   #1
huangyhg
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默认 u-bolted steel splints

u-bolted steel splints
has anyone encountered or designed a steel splint such as an angle or channel u-bolted onto solid round diagonals of towers? how do you justify the "2% of axial load" lateral support of the diagonal against buckling with this type of configuration?
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