file cad bản vẽ 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