Tugas Besar Jembatan.xlsx

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STRUKTUR JEMBATAN No Kombinasi Pembebanan

Momen max (kN.m) Tumpuan Lapangan 3.370 1.290

Gaya lintang max (kN)

1

Kombinasi 1

2

Kombinasi 2

94.560

75.040

280.920

3

Kombinasi 3

102.820

70.770

286.250

4

Kombinasi 4

104.560

56.260

313.630

LILIS DEVIANA / F 111 13 009

9.930

No. A

B C D E F G

Beban Beban Mati 1 Beban Mati Superstruktur 2 Beban Abutmen 3 Beban Tanah Pengisi (M) Beban Hidup + Kejut (H+K) Tekanan Tanah Aktif (Ta) Gaya gesek (Gg) Beban Angin (A) Gaya Rem (Rm) Gaya Gempa (Gh)

Faktor Beban Aksial Gaya Lintang Momen (kg) beban (kg) (kg) 1.2 1.3 1.25

4731.935 20028.000 12034.250

-

2 1.25 1.3 1.2 2 1

2754.135 149.333 -

16043.243 709.790 139.916 2759.564

0 -535.500 -12391.069 Jumlah 0 62491.772 2031.663 0 139.916 7898.818

Pu (kg)

Vu (kg)

Mu (kg.m)

5678.322 26036.400 15042.813 46757.534 5508.271 179.200 -

20054.054 922.727 279.832 2759.564

0.000 -696.150 -15488.836 -16184.986 0 78114.715 2641.162 0 279.832 7898.818

Tabel KOMBINASI PEMBEBANAN DAN GAYA No. 1 2 3 4 5 6

Kombinasi Pembebanan dan Gaya M + (H+K) + Pa + PU M + Pa + Ah + Gg + A + Sr + Tm Komb. I + Rm + Gg + A + Sr + Tm + Sf M + Gh + Tag + Gg + Ahg + Pu M+V M + (H+K) + Pa + S + Tb

Gaya Aksial (Pu) (kg)

Gaya Lintang (Vu) (kg)

Momen (Mu) (kg.m)

52265.805 46936.734 52445.005 46757.534 46757.534 52265.805

20054.054 20976.781 21256.614 3682.291 0 20054.054

61929.729 64570.891 64850.723 -5645.007 -16184.986 61929.729

SR 1.8 m 16 m RA

RB

RB

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