02. gaya geser tingkat struktur bawah (beton)
Post on 04-Dec-2015
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R = 5
PROYEK : Transmart Cempaka Putih (Bawah/Beton)
T X = 0.7094 T Y = 0.7094
C s,x = 0.1216 C s,y = 0.1216
I e = 1 I e = 1
R x = 5 R y = 5
k x = 1.10 k y = 1.10
W t = 309325 W t = 309325
V x =C s,x .W t = 37598 V y =C s,y. Wt = 37598
0.85V x = 31959 0.85V y = 31959
(hi) (Wi) W i . Hikx
W i . Hiky C vx C vy Fex Fey Vx Vy
(m) (Ton) (KN) (KN) (KN) (KN.m) (KN.m) (KN) (KN) (KN) (KN)
LT.2 MEZZ 12.75 D1 2446.05 24461 407099 407099 0.1486 0.1486 5588.46 5588.46 5588.46 5588.46
LT.2 9.00 D1 13718.11 137181 1553911 1553911 0.5673 0.5673 21331.37 21331.37 26919.83 26919.83
LT.1 4.50 D1 14768.31 147683 777895 777895 0.2840 0.2840 10678.58 10678.58 37598.42 37598.42
309324.71 2738905.23 2738905.23 1.000 1.000 37598.42 37598.42
DiafragmaVertikal Distribusi
Gaya Gempa Gaya geser
GAYA GESER TINGKAT STRUKTUR GEDUNG
(MALL)
Lantai
ElevasiDiafragma
Berat / LantaiStatik
Mass / Lantai
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