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footing subjected to moments huangyhg 2009-9-9 0521 huangyhg 2009-9-9 13:09
footing subjected to axial=bending producing uniform soil pr huangyhg 2009-9-9 0540 huangyhg 2009-9-9 13:09
footing seismic ties and code interpretation huangyhg 2009-9-9 0453 huangyhg 2009-9-9 13:08
footing rotation huangyhg 2009-9-9 0446 huangyhg 2009-9-9 13:08
footing reinforcemen huangyhg 2009-9-9 0598 huangyhg 2009-9-9 13:07
footing poured in two steps huangyhg 2009-9-9 0428 huangyhg 2009-9-9 13:07
footing placed on creek bed1 huangyhg 2009-9-9 0455 huangyhg 2009-9-9 13:07
footing piers cracking region for anchor bolts huangyhg 2009-9-9 0543 huangyhg 2009-9-9 13:06
footing pedestal design in seismic zones 2,3 4 huangyhg 2009-9-9 0435 huangyhg 2009-9-9 13:06
footing overturning factor of safety huangyhg 2009-9-9 0475 huangyhg 2009-9-9 13:05
footing overturning calculations huangyhg 2009-9-9 0692 huangyhg 2009-9-9 13:05
footing overturning and ibc 1605.3.2 huangyhg 2009-9-9 0567 huangyhg 2009-9-9 13:05
footing missing under an existing foundation huangyhg 2009-9-9 0484 huangyhg 2009-9-9 13:04
footing is too small for residential addition1 huangyhg 2009-9-9 0593 huangyhg 2009-9-9 13:04
footing design w lateral load huangyhg 2009-9-9 0451 huangyhg 2009-9-9 13:03
footing design in braced bays huangyhg 2009-9-9 0439 huangyhg 2009-9-9 13:03
footing foundation design reference huangyhg 2009-9-9 0605 huangyhg 2009-9-9 13:03
follow-up on app. 6 huangyhg 2009-9-9 0504 huangyhg 2009-9-9 13:02
follow up on torsional constant j huangyhg 2009-9-9 0407 huangyhg 2009-9-9 13:02
folding partition 9suspended0 loads huangyhg 2009-9-9 0475 huangyhg 2009-9-9 13:02
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