寧村水庫重力壩初步設(shè)計水工建筑物計算書-閱讀頁
2024-09-14 19:49本頁面
【正文】 Y= 96 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 384 246 307 630 0 16 20 398 278 259 603 72 10 418 287 148 514 191 0 439 300 6 439 300 441 305 28 447 299 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 221 142 177 363 0 10 303 196 136 395 103 0 398 201 0 398 201 0 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 87 56 70 143 0 0 355 103 0 355 103 0 Y= 89 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 492 353 101 546 299 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 17 765 518 550 1205 78 30 712 487 476 1089 110 20 591 450 324 853 189 10 471 446 188 647 269 0 350 460 68 493 318 311 466 32 473 304 Y= 96 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 624 399 499 1023 0 20 526 355 357 808 74 10 376 334 176 532 178 0 226 346 43 360 212 207 349 30 355 201 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 495 317 396 812 0 10 325 268 196 494 99 0 125 257 0 257 125 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 382 245 306 627 0 0 61 158 0 158 61 90 18 Y= 89 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 388 409 133 532 265 ****************************************************** 19。 STABILITY ANALYSIS OF GRAVITY DAM ********** BY WCT ************ STRESES am
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