【正文】 Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 574 367 459 941 0 20 502 339 338 768 73 10 389 326 173 533 182 0 277 338 39 357 258 256 342 18 346 253 Y= 106 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 444 284 355 728 0 10 321 256 187 478 99 0 175 248 0 248 175 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 322 206 258 528 0 0 121 149 0 149 121 90 Y= 89 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 417 400 131 540 277 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 86 [m] P= [kN] W= 20619. [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 757 513 543 1192 78 30 707 484 473 1082 109 20 593 448 324 853 189 10 479 445 191 654 271 0 365 460 72 498 327 322 467 30 473 316 Y= 96 [m] P= [kN] W= [kN] M=26629. [kNm]Xa [m] Sy [kPa] Sx [kPa]。 SLIDING ON BASE Yu= [m] Nu= .2 Yd= [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFTCONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 348 726 86 683 2 320 756 53 713 .99 Tb = [m] VOLUME OF DAM 799 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 726 493 519 1142 77 30 682 469 454 1042 109 20 581 440 315 834 188 10 481 438 184 645 274 0 381 452 61 487 345 348 459 23 464 343 Y= 96 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 579 371 463 949 0 20 502 342 339 771 73 10 384 327 172 530 181 0 266 339 34 352 252 251 342 19 346 247 Y= 106 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1