MSTC 4
Construction Engg and Vector Analysis
問題一覧
1
40%
2
20%
3
Bank Volume: 415,310.00 Bm^3 Compacted Volume: 332,248.00 Cm^3
4
B = 7.45 m H = 2.80 m
5
D = 10.16 m H = 3.17 m
6
255 BCM
7
2.75 BCM
8
113 LCM/hr
9
290 LCM/hr
10
165 LCM/hr
11
53 LCM/hr
12
9100 kg & 10%
13
0 kg & 0%
14
5535 kg
15
271 LCM/hr
16
178 Lm^3/h
17
11 trucks and 212 BCM/h
18
23.1 h
19
0.51 m^3
20
59,862 lb
21
164 tons
22
1.46 kN/m
23
A, B, G, I
24
3
25
41
26
2
27
326,000
28
144
29
5
30
<-3,2,5>
31
-2/7, 3/7, 6/7
32
13i-20j+48k
33
21
34
0
35
43.9 degrees
36
26 N-m
37
-3i+19j+10k
38
3/2 sqrt 10
39
7
40
-11x-3y+5z+16=0
MSTC 1
MSTC 1
GARCIA, BEATRIZ · 35問 · 1年前MSTC 1
MSTC 1
35問 • 1年前MSTC 2
MSTC 2
GARCIA, BEATRIZ · 40問 · 1年前MSTC 2
MSTC 2
40問 • 1年前MSTC 3
MSTC 3
GARCIA, BEATRIZ · 30問 · 1年前MSTC 3
MSTC 3
30問 • 1年前MSTC 5
MSTC 5
GARCIA, BEATRIZ · 35問 · 1年前MSTC 5
MSTC 5
35問 • 1年前MSTC 6
MSTC 6
GARCIA, BEATRIZ · 35問 · 1年前MSTC 6
MSTC 6
35問 • 1年前MSTC 7
MSTC 7
GARCIA, BEATRIZ · 37問 · 1年前MSTC 7
MSTC 7
37問 • 1年前問題一覧
1
40%
2
20%
3
Bank Volume: 415,310.00 Bm^3 Compacted Volume: 332,248.00 Cm^3
4
B = 7.45 m H = 2.80 m
5
D = 10.16 m H = 3.17 m
6
255 BCM
7
2.75 BCM
8
113 LCM/hr
9
290 LCM/hr
10
165 LCM/hr
11
53 LCM/hr
12
9100 kg & 10%
13
0 kg & 0%
14
5535 kg
15
271 LCM/hr
16
178 Lm^3/h
17
11 trucks and 212 BCM/h
18
23.1 h
19
0.51 m^3
20
59,862 lb
21
164 tons
22
1.46 kN/m
23
A, B, G, I
24
3
25
41
26
2
27
326,000
28
144
29
5
30
<-3,2,5>
31
-2/7, 3/7, 6/7
32
13i-20j+48k
33
21
34
0
35
43.9 degrees
36
26 N-m
37
-3i+19j+10k
38
3/2 sqrt 10
39
7
40
-11x-3y+5z+16=0