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Data Perencanaan tanϒ = 1.98 sin oφ = 11.21 ° cos oq = 2.4Qv = 500 tM = 250 tmTinggi Balok Girder = 2 mPanjang Tumpuan Min = 1.5 m
Tebal Dudukan Balok Girder = 1.5 m DIMENSI & BERAT ELEMEN
Tinggi Abutment (H) = 6 m
Lebar Abutment ( L) = 8 m
Tebal Pile Cap = 1 m
Tebal Dinding Abutment = 0.6 m 123456789
10
V1V2V3V4V5V6V7V8V9
V10V11H11V12
H12
t/m³
t/m²
NOMOR ELEMEN
NOTASI GAYA
0.1779290.175177711
0.9845368 -0.988032Ka = 0.507117Pa = 144.5892v11 25.328805h11 142.35339
DIMENSI & BERAT ELEMEN
LEBAR (m)532.7
0.5 2 2.40.5 1.5 1.82.5 1 6 sf geser 0.6658273
1 0.5 0.61 2.5 6
0.5 0.5 0.32 0.5 1.2 11 0.5 1.22 0.5 1.2
5 1 12
142.35339
KETERANGAN
Berat Sendiri Elemen 1 2.4 0.75 6 1.8Berat Sendiri Elemen 2 1.8 1.25 5.75 2.25Berat Sendiri Elemen 3 6 0.25 4.5 1.5Berat Sendiri Elemen 4 0.6 0.833 3.667 0.4998Berat Sendiri Elemen 5 6 0 4 0Berat Sendiri Elemen 6 0.3 0.667 3.667 -0.2001Berat Sendiri Elemen 7 1.2 1.167 1.167 -1.4004Berat Sendiri Elemen 8 1.2 0 1.25 0 mr 695.86582Berat Sendiri Elemen 9 1.2 1.167 1.167 1.4004 sf guling 4.8882983Berat Sendiri Elemen 10 12 0.5 0 6Tekanan Tanah Aktif 25.328805 2.33 1 59.016115Tekanan Tanah Aktif 142.35339 2.33 1 142.35339Gaya Luar 500 1.25 6.5 625
Gaya Luar 0 1.25 6.5 0
TINGGI (m)
BERAT (Ton)
GAYA (Ton)
X Thdp 0 (m)
Y Thdp 0 (m)
Momen (Ton -m)