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why didnt use joint pattern for wall thickness
Why the normal spring coefficient of the footing is not inward and set to outward ?
how did you calculate the joint patern coefficient C & D?
I think u should use "compression only" & choose "inward" instead of "outward" in ur area spring element .
Klo ngeluarin support reaksinya gimana untuk dpt
In Prokon software i have designed retaining wall considering surcharge, backfill angle 15 degree and water table GBP is passing in prokon whereas in SAP2000 It's failing in GBP What's the solution for this
لو سمحت مفيش لينك تانى يكون فيه صوت ؟
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why didnt use joint pattern for wall thickness
Why the normal spring coefficient of the footing is not inward and set to outward ?
how did you calculate the joint patern coefficient C & D?
I think u should use "compression only" & choose "inward" instead of "outward" in ur area spring element .
Klo ngeluarin support reaksinya gimana untuk dpt
In Prokon software i have designed retaining wall considering surcharge, backfill angle 15 degree and water table GBP is passing in prokon whereas in SAP2000 It's failing in GBP What's the solution for this
لو سمحت
مفيش لينك تانى يكون فيه صوت ؟