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raft foundation design huangyhg 2009-9-15 0483 huangyhg 2009-9-15 16:10
radius used for stress relief huangyhg 2009-9-15 0531 huangyhg 2009-9-15 16:09
radius stair stringer huangyhg 2009-9-15 0541 huangyhg 2009-9-15 16:09
radius of gyration huangyhg 2009-9-15 0492 huangyhg 2009-9-15 16:09
radius of gyration for unreinforced masonry pier huangyhg 2009-9-15 0496 huangyhg 2009-9-15 16:08
radius of gyration - square concrete column double tee wal huangyhg 2009-9-15 0557 huangyhg 2009-9-15 16:08
radiant heat on sog huangyhg 2009-9-15 0510 huangyhg 2009-9-15 16:08
radially chamfering stiffner edges instead of a diagonal cu huangyhg 2009-9-15 0518 huangyhg 2009-9-15 16:07
racking load huangyhg 2009-9-15 0476 huangyhg 2009-9-15 16:07
r=3 huangyhg 2009-9-15 0445 huangyhg 2009-9-15 16:07
r=3 and steel design huangyhg 2009-9-15 0495 huangyhg 2009-9-15 16:06
r.c frames at 11 metre spacing huangyhg 2009-9-15 0438 huangyhg 2009-9-15 16:06
r-value 9insulation not inelastic response0 of lw concrete huangyhg 2009-9-15 0506 huangyhg 2009-9-15 16:06
r,cd,omega values for ordinary steel frames huangyhg 2009-9-15 0497 huangyhg 2009-9-15 16:05
r, response modi. coeff. special masonry shear wall huangyhg 2009-9-15 0471 huangyhg 2009-9-15 16:05
r value for drift calcs huangyhg 2009-9-15 0509 huangyhg 2009-9-15 16:04
r value for adjustmen huangyhg 2009-9-15 0481 huangyhg 2009-9-15 16:04
r factor and moment frame detailing huangyhg 2009-9-15 0511 huangyhg 2009-9-15 16:04
r factor - balcony huangyhg 2009-9-15 0571 huangyhg 2009-9-15 16:03
quiet construction huangyhg 2009-9-15 0456 huangyhg 2009-9-15 16:03
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