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bearing stress, allowable, between roller and flat surface huangyhg 2009-9-7 0460 huangyhg 2009-9-7 15:19
bearing stiffeners on crane-runway beams huangyhg 2009-9-7 0560 huangyhg 2009-9-7 15:19
bearing stiffener calculation - s16.1 huangyhg 2009-9-7 0483 huangyhg 2009-9-7 15:18
bearing pressure huangyhg 2009-9-7 0480 huangyhg 2009-9-7 15:18
bearing pressure reduced for seismic huangyhg 2009-9-7 0542 huangyhg 2009-9-7 15:18
bearing plate huangyhg 2009-9-7 0972 huangyhg 2009-9-7 15:17
bearing plate design huangyhg 2009-9-7 0832 huangyhg 2009-9-7 15:17
bearing perp to grain huangyhg 2009-9-7 0502 huangyhg 2009-9-7 15:16
bearing pad design huangyhg 2009-9-7 0648 huangyhg 2009-9-7 15:16
bearing pad design for horizontal loads huangyhg 2009-9-7 0555 huangyhg 2009-9-7 15:16
bearing on old brick huangyhg 2009-9-7 0689 huangyhg 2009-9-7 15:15
bearing on brick veneer a no-no huangyhg 2009-9-7 0788 huangyhg 2009-9-7 15:15
bearing capacitypressure of existing asphal huangyhg 2009-9-7 0947 huangyhg 2009-9-7 15:15
bearing capacity of thru-bolts on brick huangyhg 2009-9-7 0798 huangyhg 2009-9-7 15:14
bearing capacities of steel angles huangyhg 2009-9-7 0733 huangyhg 2009-9-7 15:14
bearing alternatives huangyhg 2009-9-7 0484 huangyhg 2009-9-7 15:14
beams with torsion huangyhg 2009-9-7 0631 huangyhg 2009-9-7 15:13
beams shear splices vs. moment splices huangyhg 2009-9-7 0937 huangyhg 2009-9-7 15:13
beams by computer analysis huangyhg 2009-9-7 0468 huangyhg 2009-9-7 15:13
beams braced with a welded flat steel plate huangyhg 2009-9-7 0828 huangyhg 2009-9-7 15:12
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