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Hi there, when you are designing basement structure, how much R (response modification factor) did you use (according to ASCE).?

hi, currently, we are designing diaphragm wall with help from Plaxis analysis. However, the load factor used for reinforcement design is 1.6 (we multiply Plaxis forces result with 1.6), this one follows ASCE load factor for particular earth pressure. 1.6 seems too high, as the geotechnical...

Hi folks, Need some helps, question about bored pile connection. Is the connection between the piles reliable? can it sustain the load that act on the section with no shear connector installed as composite (concrete and steel) does? attached is the concern issue. thanks...

Dear engineers, does anybody have experience in transferring model from StaadPro to Ram concept? Ram request what is called .CGFF file from Staadpro, but unfortunately I don't know how to create CGFF file from StaadPro. Thank you for your help. Regards, Riky

Dear engineers, i am trying to develop a strip forces from generic moment contour.. do you know how SAFE calculate its strip forces? and, regarding wood armer moment calculation, which text box explains this method? thank you for your help,

simple question. can staad analyse structure with seismic isolation similar to sap2000? regards, Riky

Dear All, Does anybody know how to access OpenStaad using Python? I tried to search over the internet, and didn't get much of it. Thank you for your help. rbudiman

hi Folks, need your guidance. If I want to start learning ground response due to earthquake. Do you know, what is the best reference to start? thanks!

Hi all, need some your expertise. :D currently, we are at the progress of excavation of MRT station, imagine that the excavation is about twenty meters depth. But, during excavation work, we face many times heavy rain on site and some locations are flooded. I wanna ask, would it be safely or...

Dear All, I'm currently working as an engineer that handling metro tunnel design. I need helps from you guys regarding the analysis of joint section, the joint between tunnel and station box during seismic case. does anybody has experience and or references for this issue? thank you so much...