Post on 07-Jul-2018
8/18/2019 Base Shear Calc UBC-1997
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CALCULATION OF BASE SHEAR (UBC-1997)
Location : Rancakusu!a Su!station
Seismic Zone Factor Z 0.300
Building inportance Factor I 1.250
Soil Profle Type S
!esponse "odifcation Factor ! 5.500
#cceleration$ependent Seismic %oe&cient %a 0.3'0
(elocity ependent Seismic %oe&cient %) 0.5*0
Total +, Building in "eter *.000
-lastic Fundamental Period o, (iration T 0.13/
Tota" Bas# S$#a%
0.050
0.//
0.205
S
n
0.0*// 4 67438*6_
6(_ / 4〖 2.5 〗 0.11 _
0.11 _
6(_ /
4〖 2.5 〗 6_ /
8/18/2019 Base Shear Calc UBC-1997
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Special +ccupancy Structure
Sti9 Soil Profle
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:
:
6 /