Tekanan Aktif (kN/m) Jarak ke A (m)Pa 7.992 (1/2 x 2) - 1 0.000Pb 16.650 (2/3 x 2) - 1 0.333Pc 5.640 (1/2 x 2) + 1 2.000Pd 23.500 (1/2 x 2) + 1 2.000Pe 4.179 (2/3 x 2) + 1 2.333Pf 22.080 (1/2 x 4) + 2 + 1 5.000Pg 92.000 (1/2 x 4) + 2 + 1 5.000Ph 32.720 (1/2 x 4) + 2 + 1 5.000Pi 24.826 (2/3 x 4) + 2 + 1 4.333Pj 10.608 7.144 7.144

240.195

d1 4.126

kantilever Tekanan Aktif (kN/m) Jarak ke O (m)tanpa angkur Pa 7.992 (1/2 x 2) + 6 + 0,432 7.432

Pb 16.650 (1/3 x 2) + 6 + 0,432 7.098Pc 5.640 (1/2 x 2) + 4 + 0,432 5.432Pd 23.500 (1/2 x 2) + 4 + 0,432 5.432Pe 4.179 (1/3 x 2) + 4 + 0,432 5.098Pf 22.080 (1/2 x 4) + 0,432 2.432Pg 92.000 (1/2 x 4) + 0,432 2.432Ph 32.720 (1/2 x 4) + 0,432 2.432Pi 24.826 (1/3 x 4) + 0,432 1.764Pj 4.474 (2/3 x 0,432) 0.288

234.061

y 3.244

(dari tekanan asli) momen max 110.523Momen (kN.m) jarak

0.000 a 2.848 22.7615.544 b 2.515 41.875

11.280 c 0.848 4.78347.000 d 0.848 19.928

9.750 e 0.515 2.152110.400 f 2.152 47.516460.000 g 2.152 197.984163.600 h 2.152 70.413107.571 i 2.819 69.984

75.784990.929 477.397

Momen (kN.m)59.397

118.18230.636

127.65221.30553.699

223.74479.57543.793

1.289759.271

1.848 mtekanan x

a 7.992 22.761b 16.650 41.875c 5.211 4.419d 21.714 18.413e 3.569 1.838f 10.201 21.952g 42.504 91.469h 13.968 30.059i 6.984 19.688

SALAH 252.474

Tekanan Aktif (kN/m) Jarak ke A (m) Momen (kN.m)Pa 7.992 (1/2 x 2) - 1 0.000 0.000Pb 16.650 (2/3 x 2) - 1 0.333 5.544Pc 5.640 (1/2 x 2) + 1 2.000 11.280Pd 23.500 (1/2 x 2) + 1 2.000 47.000Pe 4.179 (2/3 x 2) + 1 2.333 9.750Pf 22.080 (1/2 x 4) + 2 + 1 5.000 110.400Pg 92.000 (1/2 x 4) + 2 + 1 5.000 460.000Ph 32.720 (1/2 x 4) + 2 + 1 5.000 163.600

x Pi 24.826 (2/3 x 4) + 2 + 1 4.333 107.571Pj 10.608 7.144 7.144 75.784

240.195 990.929

d1 4.126

Tekanan Aktif (kN/m) Jarak ke A (m) Momen (kN.m)Pa 7.992 (1/2 x 2) - 1 0.000 0.000Pb 16.650 (2/3 x 2) - 1 0.333 5.544Pc 5.640 (1/2 x 2) + 1 2.000 11.280Pd 23.500 (1/2 x 2) + 1 2.000 47.000Pe 4.179 (2/3 x 2) + 1 2.333 9.750Pf 22.080 (1/2 x 4) + 2 + 1 5.000 110.400Pg 92.000 (1/2 x 4) + 2 + 1 5.000 460.000Ph 32.720 (1/2 x 4) + 2 + 1 5.000 163.600Pi 24.826 (2/3 x 4) + 2 + 1 4.333 107.571Pj 10.608 7.144 7.144 75.784

240.195 990.929

d1 4.126

sampe dasar turapa b c luas axb dikalikan c

y ~ q ka ~ kp h hPaPbPc 12 0.235 x 2.82Pd 25 0.235 2 x 5.875 11.75Pe 8.891 0.235 x x 0.5 2.089385 xPf 12 0.46 (6-x) 5.52Pg 25 0.46 2 (6-x) 11.5 23Ph 8.891 0.46 x (6-x) 4.08986 xPi 6.756 0.46 (6-x) (6-x) 0.5 3.10776 (6-x)Pj

y= 3.743momen

Pa 4.743 37.906056Pb 4.41 73.4265Pc 2.743 15.47052Pd 2.743 64.4605Pe 2.41 10.07139Pf 0.257 5.67456Pg 0.257 23.644Ph 0.257 8.40904Pi 0.924 22.939224

262.00179

mmax 347.4642

luas totaldikalikn 6 x x2

7.99216.650

2.82 x11.75 x

1.0446925 1.0446925 x233.12 -5.52 x

138 -23 x24.53916 x -4.08986 x2

1.55388 55.93968 -18.64656 x 1.55388 x2 (6-x)(6-x)

251.702 -8.0574 x -6.639179272222 x2

dikurangi angkur123.204 -8.0574 x -6.639179272222 x2

36-12x+x2

Pa 240.195 kN/mPp 111.697 kN/mT 128.498 kN/m 2 m 256.996 mutu bj52

12.8498 t/mr2 3.41024416r 1.84668464

d 3.69336928

38549atau mutu baja 1000

d2 49.10700636943d 7.007639143779