Dalam analisis ini, tekanan tanah aktif dan tekanan tanah pasif diperhitungkan karena kondisi tanah diperhitungkan karena kondisi tanah dianggap stabil, tidak dipengaruhi oleh gerusan.Tabel 3.2 perhitungan gaya dan momen akibat tekanan tanah lateral Gaya

GAYA YANG BEKERJA ( KN)Jarak Ke Dasar Poer (m)Momen (KNm)

Ea13,5. q.ka1.L = 3,5.15.0,5475.10 = 287,43757,452145,4094

Ea2.3,5.1. ka1.L = 1/2.3,5.18.0,5475.10 = 603,6188 6,8674145,0503

Ea33,9. Q.Ka1.L = 3,9.15.0,5475.10 = 320,28753,751201,0781

Ea43,9.3,5.1.Ka1.L = 3,9.3,5.18.0,5475.10 = 1345,20753,755044,5281

Ea5.3,9.1.Ka1.L = .3,9.7,5.0,5475.10 = 312,28033,1968,0690

Ea61,8.q.Ka2.L = 1,8.15.1.10 = 2700,9243

Ea71,8.3,5..Ka2.L = 1,8.3,5.18.1.10 = 11340,91020,6

Ea81,8.3,9..Ka2.L = 1,8.3,9.75.1.10 = 526,50,9473,85

Ea9-1,8.2C L = -1,8.2.50 .10 =-18000,9-1620

Ea10.1,8..Ka2.L = .1,8. 7,4.1. 10 = 119,88 0,671,9268

Ea11.5,7.w. Kw. L = . 5,7.10.1.10 = 1624,51,93086,55

Ep1-1,8.2c .L =-1,8.2.50..10 =-18000,9-1620

Ep2-.1,8..Ka2.L =-1/2.1,8.7.4.1.10 =- 119,880,6-71,928

Ep3-. 4,3.w. Kw.L = -1/2.4,3.10.1.10 =-924,51,433-780,2685

E=1899,3316M=14307,8652