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Analisis Kinerja Struktur Atas Gedung 7 Lantai dengan Variasi Dimensi dan Lokasi Shearwall Studi Kasus Konsep Kondominium Hotel

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(10)

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4.7 Perbandingan Antara Displacement,

Momen, Geser, Aksial

Setelah didapat dimensi struktur

beton yang akan digunakan, maka selanjutnya

dapat dibandingkan hasil output program

SAP2000 berupa perbandingan displacement ,

momen , geser, dan aksial yang di jelasi pada

kurva 4.1 sampai 4.5 di bawah ini :

(11)

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Kurva 4.2 Perbandingan Gaya Geser Maksimum

Kurva 4.3 Perbandingan Gaya Aksial

Kurva 4.4 Perbandingan Displacement Arah Y

Kurva 4.5 Perbandingan Displacement Arah X

Kurva 4.6 Perbandingan Berat Sendiri Gedung

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(13)

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