PERHITUNGAN STRUKTUR TAHAN GEMPA RUMAH PANEL PWS

3/27/2019

C ୗ,୫ୟ୶ ൌ S ୈଵ Tሺୖ୍ ሻ

[ASCE 12.8.1.1, Eq. 12.8-3]

C ୗ,୫୧୬ ൌ maxሺ0.044S ୈୗ I, 0.01ሻ ൌ 0.034911 C ୗ,୫୧୬ ൌ0.5 S ଵ ሺୖ୍ ሻ forS ଵ ൌ0.6g C ୗ,୫୧୬ ൑C ୱ ൑C ୗ,୫ୟ୶

[ASCE 12.8.1.1, Eq. 12.8-5]

[ASCE 12.8.1.1, Eq. 12.8-6]

Calculated Base Shear

Period Used (sec)

W (kN)

V (kN)

Direction

C s

Y

0.151

0.19836 0.19836 0.19836

99.1109 99.1109 99.1109

19.6596 19.6596 19.6596

Y + Ecc. X 0.151

Y - Ecc. X

0.151

Applied Story Forces

Page 58 of 284

Made with FlippingBook Online newsletter