02. gaya geser tingkat struktur bawah (beton)

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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 . Hi kx W i . Hi ky 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 Diafragma Vertikal Distribusi Gaya Gempa Gaya geser GAYA GESER TINGKAT STRUKTUR GEDUNG (MALL) Lantai Elevasi Diafragma Berat / Lantai Statik Mass / Lantai

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Page 1: 02. Gaya Geser Tingkat Struktur Bawah (Beton)

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