Bản vẽ đồ án Nền móng- Đại học Xây dựng
- 1. 5 6 BCD 1 2 3 4 7 8 A 7500 7500 5400 28002800 26000 3400340064006400640034003400 32800 3200 3200 32003000 3400340064006400640034003400 3280032003000 2800 7500 7500 5400 2800 260003200 3200 BCD A 1 2 3 4 5 6 7 8 204002800 2800 2800 20400 2800 TL: 1:200 M1 M1 M1 M1 M1 M1 M1 M1 M1M1 M1M1 M1M1 T3 GM GM GM GM GMGM GMGMGMGM GM GM GM GM GM GM GM GMGM GM 1,78(t/m3 ); 2,66; 12o 10'; B=0,63; c=1,2(t/m2 ); qc=140(t/m2 ); N=8; Eo=560(t/m2 ) 2,71; 1,91(t/m3 ); 16o 05'; B=0,12; c=3,4(t/m2 ); qc=252(t/m2 ); N=17; Eo=1764(t/m2 ) 1,97(t/m3 ); 2,64; 36o ; c=1,2(t/m2 ); qc=1700(t/m2 ); N=34; Eo=3400(t/m2 ); dn=1.06(t/m3 ) 26 57 105 26004100 -2600 -6700 TL: 1:60 30o 100250250700 1800 1500 300 400 50 50 5050 200200 200200 1400 700500 1200 1 1 2 5050 2 3 4 3 4 500lan=600 1 1 TL: 1:30 4 C -1200 800200200 800400 12001400 TL: 1:30 100 500lan=600 200 1250 200 625 625 200 450 50 250 50 450 200 8 7 9 5 9 8 7 6 5 6 A -1200 2 2 200300200 100450 10 11 TL: 1:15 -1200 1 1700 14 1700 9 126 214,2 258.84 2 1400 12 1400 10 140 196 174.01 3 2250300 20 2550 4 56 142,8 352.17 4 340240 50 6 1260 11 154 194,04 43.07 M1 5 1150 12 1150 8 475,2 546,48 485,17 6 12 1000 7 415,8 415,8 369,15 7 2300300 12 2600 10 594 1544,4 1371,14 8 12 1000 16 950,4 950,4 843,78 9 20050 50 6 300 40 2376 712,8 158,21 T3 10 20 1000 4 534 534,0 1316,92 11 390240 50 6 1360 5 667,5 907,8 201,49 GM (mm) 1 THANH (mm) 1 (m) (Kg) 133,5m AI 6 402,766 12 3243,256 14 20 1669,090258,842 AII 840046004500 4 111 48 87 =1,66(t/m3 ); =2,67; qc=54(t/m2 ); N=2; B=1,4; E=216(t/m2 ) =1.88(t/m3 ); =2,65; w=18,2%; qc=740(t/m2 ); N=24; E=1480(t/m2 ) =1,88(t/m3 ); =2,69; 2 ); qc=177(t/m2 ); N=12; E=885(t/m2 ) =1,98(t/m3 ); =2,66; c=2040(t/m2 ); N=42; E=3060(t/m2 ) -8400 13000 17500 18500 TL: 1:100 300 1200 1200 300 3000 300750750300 2100 700 450 B 1240 3520 1240 150 5700 150 6000 1240 3520 1240 50 250 5850 150 50 260 300 6250 300 260 260 300 TL: 1:20 TL: 1:20 12 2 2 2 2 2 2 2 2 43 3 34 457 6 8 8 8 250 A 2026020 2026020 1 10 260 10 1026010 280 280 300 300 h=8mm h=8mm 280 150 280 10 4X55 10 240 104X5510 240 1 8 2 3 3 10 150150 260 300 h=8mm 200x200x10 9 150 50 350 R=50 150 50 350 h=8mm 250250 5050 600 1 Hh=8mm A A 7 10 6 500600 100500 400100600 1000 400 300-1200 200 300749751300 2002100 200 300 1199 1201 300 2003000 700 450 11 13 15 16 12 11 12 14 15 16 TL: 1:30 Hh=8mm 1 10 6 1 6000 16 6000 4 8 48 75.76 2 260260 50 6 1140 31 62 70.68 15.69 3 240 6 240 100 200 48 10.65 4 350 350 150 150 50 50 R=50 12 1257 2 4 5.028 4.46 8 150x270x10 8 16 0.648 m2 50.87 2 260260 50 6 1140 34 34 38.76 8.60 3 240 6 240 50 50 12 2.66 4 350 350 150 150 50 50 R=50 12 1257 2 2 2.514 2.23 5 2806000 50 16 6330 4 4 25.32 39.96 6 600 25 600 1 1 0.6 2.31 7 2000 2000 1 1 2 0.44 8 150x270x10 4 4 0.162 m2 12.72 9 200x200x10 8 8 0.32 m2 25.12 10 50 1 1 0.05 0.47 11 2900 22 2900 18 18 52.2 155.77 12 2000 20 2000 17 17 34 83.85 13 2000450 450 12 2900 18 18 52.2 46.34 14 2900450 450 12 3800 11 11 41.8 37.11 15 1000300 22 1300 6 6 7.8 23.28 16 750400 50 8 2400 9 9 21.6 8.52 (Kg)(m) 1 THANH (mm)(mm) AI AII 6 8 12 16 20 22 25 38,04 8,52 90,14 115,72 83,85 179,05 2,31 88,71 0,47 MSSV 9907.56 KHOA XDDD&CN56XE 15/1/2015 MSSV 9907.56 KHOA XDDD&CN56XE 15/1/2015 - - - - - - 2 - - - - - - - - - =72T P =180T - =1,6m