Need an advice in floor rigidity

ammer

ammer

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HI ADMIN
I have a two basements
B1=5m
B2=5m
do i need to assign a rigidity for B1 AND B2 from story properties? or only for the base at 0 elevation?
second query
how two calculate the backfill soil force for the two basements walls?
the soil gama=2KN/m3
 

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ammer":2g1sp11a' Alıntı:
HI ADMIN
I have a two basements
B1=5m
B2=5m
do i need to assign a rigidity for B1 AND B2 from story properties? or only for the base at 0 elevation?
second query
how two calculate the backfill soil force for the two basements walls?
the soil gama=2KN/m3
Genişletmek için tıkla ...

Comparison of Earthquake Codes TBEC2018)

Turkish document;
Bu linki görmek için izniniz yok. Giriş yap veya üye ol.


page 353 , 16.11
 
Hi sahin
Thanks
And what about the representative the rigidity of tge basement perda?
We will filling the back ward of the 2 basement perda with compacted soil
 
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