철골구조 문제 풀이

소개글

철골구조 문제 풀이에 대한 보고서 자료입니다.

목차

1. 문제

2. 문제 풀이

3. 해답

본문내용

8
1622.2
9
13.44
108
1451.5
8
11.86
108
1280.9
7
10.28
108
1110.2
6
8.70
108
939.6
5
7.12
108
769.0
4
5.53
108
597.2
3
3.95
108
426.6
2
2.37
108
256.0
합계
352.50
-
38070.0
(2) 우발비틀림 모멘트의 산정(X축)
층
층전단력
(ton)
편심
(cm)
우발비틀림 모멘트
증가량(ton-cm)
R
37.05
108
4001.4
20
67.88
108
7331.0
19
97.13
108
10490.0
18
124.80
108
13478.4
17
150.89
108
16296.1
16
175.40
108
18943.2
15
198.33
108
21419.6
14
219.68
108
23725.4
13
239.45
108
25860.6
12
257.63
108
27824.0
11
274.23
108
29616.8
10
289.25
108
31239.0
9
302.69
108
32690.5
8
314.55
108
33971.4
7
324.83
108
35081.6
6
333.53
108
36021.2
5
340.65
108
36790.2
4
346.18
108
37387.4
3
350.13
108
37814.0
2
352.50
108
38070.0
8. (1)우발 비틀림모멘트의 증가량 산정(Y축)
층
층지진하중(ton)
편심(cm)
우발비틀림모멘트 증가량(ton-cm)
R
42.22
180.0
5868.0
20
32.87
180.0
4883.4
19
31.19
180.0
4633.2
18
29.50
180.0
4383.0
17
27.82
180.0
4132.8
16
26.13
180.0
3882.6
15
24.44
180.0
3632.4
14
22.76
180.0
3380.4
13
21.07
180.0
3130.2
12
19.39
180.0
2880.0
11
17.70
180.0
2629.8
10
16.01
180.0
2379.6
9
14.33
180.0
2129.4
8
12.64
180.0
1879.2
7
10.96
180.0
1627.2
6
9.27
180.0
1377.0
5
7.59
180.0
1126.8
4
5.90
180.0
876.6
3
4.21
180.0
626.4
2
2.53
180.0
376.2
합계
310.20
-
55836.0
(2) 우발비틀림 모멘트의 산정
층
층전단력
(ton)
편심
(cm)
우발비틀림 모멘트
증가량(ton-cm)
R
32.6
180.0
5868.0
20
59.7
180.0
10751.4
19
85.5
180.0
15384.6
18
109.8
180.0
19767.6
17
132.8
180.0
23900.4
16
154.4
180.0
27783.0
15
174.5
180.0
31415.4
14
193.3
180.0
34795.8
13
210.7
180.0
37926.0
12
226.7
180.0
40806.0
11
241.3
180.0
43435.8
10
254.5
180.0
45815.4
9
266.4
180.0
47944.8
8
276.8
180.0
49824.0
7
285.8
180.0
51451.2
6
293.5
180.0
52828.2
5
299.8
180.0
53955.0
4
304.6
180.0
54831.6
3
308.1
180.0
55458.0
2
310.2
180.0
55834.2
9. 전도모멘트의 산정(X축)
층
Vi(ton)
his(m)
Vi hsi
전도모멘트(ton-m)
20
37.0
3.0
111.0
111
19
67.9
3.0
203.7
314.7
18
97.1
3.0
291.3
606.0
17
124.8
3.0
374.4
980.4
16
150.9
3.0
452.7
1433.1
15
175.4
3.0
526.2
1959.3
14
198.3
3.0
594.9
2554.2
13
219.7
3.0
659.1
3213.3
12
239.5
3.0
718.5
3931.8
11
257.6
3.0
772.8
4704.6
10
274.2
3.0
822.6
5527.2
9
289.3
3.0
867.9
6395.1
8
302.7
3.0
908.1
7303.2
7
314.6
3.0
943.8
8247.0
6
324.8
3.0
974.4
9221.4
5
333.5
3.0
1000.5
10221.9
4
340.7
3.0
1022.1
11244.0
3
346.2
3.0
1038.6
12282.6
2
350.1
3.0
1050.3
13332.9
1
352.5
4.5
1586.3
14919.2
10. 전도모멘트의 산정(Y축)
층
Vi(ton)
his(m)
Vi hsi
전도모멘트(ton-m)
20
32.6
3.0
97.8
97.8
19
59.7
3.0
179.1
276.9
18
85.5
3.0
256.5
533.4
17
109.8
3.0
329.4
862.8
16
132.8
3.0
398.4
1261.2
15
154.4
3.0
463.2
1724.4
14
174.5
3.0
523.5
2247.9
13
193.3
3.0
579.9
2827.8
12
210.7
3.0
632.1
3459.9
11
226.7
3.0
680.1
4140.0
10
241.3
3.0
723.9
4863.9
9
254.5
3.0
763.5
5627.4
8
266.4
3.0
799.2
6426.6
7
276.8
3.0
830.4
7257.0
6
285.8
3.0
857.4
8114.4
5
293.5
3.0
880.5
8994.9
4
299.8
3.0
899.4
9894.3
3
304.6
3.0
913.8
10808.1
2
308.1
3.0
924.3
11732.4
1
310.2
4.5
1395.9
13128.3

키워드

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