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Thanks I know that, but my project currently no soil report and not at the stage to do it on site. So basicly i just want to know the soil condition over there

Hi Anyone has a idea of the soil investigation in Bolivia_Cochabamba? does anyone has previous report of soil investigation of this site? basicly need the SPT value

Hi Anyone has a idea of the soil investigation in Bolivia_Cochabamba? does anyone has previous report of soil investigation of this site? basicly need the SPT value

Hi all For Euro code, i only know geotechnical design for 1.3DL+1.5LL and 1.0DL+1.3LL. Where can i find the Bore pile geogechnical capacity formula and factors for load combination with seismic action. I am talking about vertical direction. Sometimes seismic produce very big overturn moment...

Thanks both for your great assistance and answers. Sorry i was talking about Etabs. I think the EC code just use 9800 default value is correct which is g. because the q value has been specified in both static and RSA analysis. so no need to scale again. not like ACI code

Hi all Thanks for your response, i am asking the the attached imagine value in Etabs as coulded Thanks

Hi All In ACI code, the RSA analysis scale factor is Ig/R. How about in Euro code what is the scale factor? some of my friends said no need to define scale factor in Euro code. some said use g=9800 and some said just use the default value Anyone has any better answer on this? and how it affect...

Thanks Bro Hope anyone has more information to update ..... Appreciate

Wow!!! that means i can adopt ACI or Euro codes. subject to the local authorities approve? Thanks

Dear All As above, anyone has design experience in Bolivia and what codes and standards they adopt for structure design Thanks

Thanks, my thinking it might be due to: 1) the roof structure is too light and siffness is too low so the Seismic load is lesser till the roof 2) the column grids is 14m from gound to 1st, and 28 m from 1st to roof 3) the column is too high 20m from 1st to roof All these will cause the roof T...

Hi all I have one 3 storey building project, ground floor, 1st, long span Steel roof truss. the steel roof is light weight compate to the rest floors. And the 1st to roof is 20m high. My Steel roof column is sitting on the 20m high RC column ( RC　column from　1st to roof) Based on code, I run...