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ubc special seismic load combinations huangyhg 2009-9-16 0492 huangyhg 2009-9-16 16:45
ubc shear table mistake huangyhg 2009-9-16 0487 huangyhg 2009-9-16 16:45
ubc seismic design for piperacks huangyhg 2009-9-16 0498 huangyhg 2009-9-16 16:45
ubc section 3402.2 9existing structures0 huangyhg 2009-9-16 0495 huangyhg 2009-9-16 16:44
ubc minimum reinforcement1907.12.2.1, 1910.5.1 huangyhg 2009-9-16 0462 huangyhg 2009-9-16 16:44
ubc load combinations huangyhg 2009-9-16 0457 huangyhg 2009-9-16 16:43
ubc guardrail requiremen huangyhg 2009-9-16 0454 huangyhg 2009-9-16 16:43
ubc floor joist deflection limits huangyhg 2009-9-16 0476 huangyhg 2009-9-16 16:43
ubc code for buildings period huangyhg 2009-9-16 0538 huangyhg 2009-9-16 16:42
ubc 97 orthognal effects huangyhg 2009-9-16 0670 huangyhg 2009-9-16 16:42
ubc 97 non destructive testing in zone 4 huangyhg 2009-9-16 0554 huangyhg 2009-9-16 16:41
ubc 95 aisc huangyhg 2009-9-16 0526 huangyhg 2009-9-16 16:41
ubc 88 94 seismic question huangyhg 2009-9-16 0465 huangyhg 2009-9-16 16:41
ubc 2000 seismic code huangyhg 2009-9-16 0501 huangyhg 2009-9-16 16:40
ubc 1991 seismic loads huangyhg 2009-9-16 0621 huangyhg 2009-9-16 16:40
ubc 1976-documen huangyhg 2009-9-16 0574 huangyhg 2009-9-16 16:39
ubc - braced wall suppor huangyhg 2009-9-16 0550 huangyhg 2009-9-16 16:39
ubc - basis for load combinations huangyhg 2009-9-16 0612 huangyhg 2009-9-16 16:39
ubc - 97, commentary or examples on ne huangyhg 2009-9-16 0565 huangyhg 2009-9-16 16:38
u.s.f. standard huangyhg 2009-9-16 0452 huangyhg 2009-9-16 16:38
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