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otal base shear-- tall bldg vs small huangyhg 2009-9-16 0502 huangyhg 2009-9-16 15:24
orsional-flexural buckling of columns huangyhg 2009-9-16 0498 huangyhg 2009-9-16 15:24
orsional stress on a channel [ section huangyhg 2009-9-16 0515 huangyhg 2009-9-16 15:23
orsional stiffness 9j or ix0 of a prestressed conc. beam huangyhg 2009-9-16 0474 huangyhg 2009-9-16 15:23
orsional section properties huangyhg 2009-9-16 0460 huangyhg 2009-9-16 15:22
orsional rigidity of beam with polygonal x-sec huangyhg 2009-9-16 0476 huangyhg 2009-9-16 15:22
orsional moment loads from asce 7 wind huangyhg 2009-9-16 0544 huangyhg 2009-9-16 15:22
orsional moment in design- maximum or minimum huangyhg 2009-9-16 0451 huangyhg 2009-9-16 15:21
orsional moment as per nbcc2005 huangyhg 2009-9-16 0487 huangyhg 2009-9-16 15:21
orsional modes huangyhg 2009-9-16 0460 huangyhg 2009-9-16 15:20
orsional frequencies-rotacional mass-mode shape huangyhg 2009-9-16 0495 huangyhg 2009-9-16 15:20
orsional end retraints huangyhg 2009-9-16 0497 huangyhg 2009-9-16 15:19
orsional elastic modulus huangyhg 2009-9-16 0508 huangyhg 2009-9-16 15:19
orsional design of box sections huangyhg 2009-9-16 0485 huangyhg 2009-9-16 15:18
orsional cracking huangyhg 2009-9-16 0531 huangyhg 2009-9-16 15:18
orsional constant t beams huangyhg 2009-9-16 0434 huangyhg 2009-9-16 15:18
orsional capacity of built up light gage members huangyhg 2009-9-16 0490 huangyhg 2009-9-16 15:17
orsional bracing requirement in 13th edition huangyhg 2009-9-16 0553 huangyhg 2009-9-16 15:17
orsional analysis huangyhg 2009-9-16 0465 huangyhg 2009-9-16 15:16
orsional analysis of a beam with web stiffeners huangyhg 2009-9-16 0519 huangyhg 2009-9-16 15:16
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