寧村水庫重力壩初步設(shè)計水工建筑物計算書(文件)
【正文】 581 440 315 834 188 10 481 438 184 645 274 0 381 452 61 487 345 348 459 23 464 343 12 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 441 282 353 724 0 10 321 256 186 477 100 0 179 248 0 248 179 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 318 203 254 521 0 0 125 149 0 149 125 90 Y= 89 [m] P= [kN] W= [kN] M=36133. [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 407 400 129 533 275 CONDITION 2 : Y1= [m] Y2= 94 [m] 13 Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 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 14 382 245 306 627 0 0 61 158 0 158 61 90 Y= 89 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1
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鄂ICP備17016276號-1