thuyết minh tính toán kết cấu công trình resort ana mandara ninh bình hạng mục khu lobby - Pdf 24

Thuyết minh tính toán kết cấu
Công trình: Resort Ana Mandara Ninh bình
Hạng mục: Khu Lobby.
1. TĨNH TẢI:

a-Tĩnh tải khu vực sàn LOBBY (sàn BTCT dày
120)

Tên các lớp
chiều dày
lớp (mm)
γ (KG/m3)
TT tiêu
chuẩn
(KG/m2)
Hệ số
tin cậy
TT tính
toán
(KG/m2)
- Lớp gạch lát sàn gốm 300x300 25 2000 50 1.3 65
- Lớp vữa trát, lót.
35 1800 63 1.3 82
- Trần giả + thiết bị kỹ thuật. 30 1.3 39
- Sàn BTCT
120 2500 300 1.1 330
Tải trọng sàn: 516
b-Vách gỗ dày 70mm Chiều cao: 2.3 m
Tên các lớp
chiều dày
lớp (mm)

30.
250 1600 280 1.2 336
- Tải tường phân bố trên 1 m dài: 336d-Mái ngói + Kết cấu gỗ
Tên các lớp
chiều dày
lớp (mm)
γ (KG/m3)
TT tiêu
chuẩn
(KG/m2)
Hệ số
vượt
tải
TT tính
toán
(KG/m2)
- Ngói mũi hài
42 1500 63 1.3 81.9
- Trần giả + thiết bị kỹ thuật. 30 1.3 39
- Rui, mè
100 1400 140 1.3 182
- Hoạt tải sửa chữa mái 30 1.3 39
- Hệ kết cấu mái bằng gỗ
200 1.3 260
- Tổng tĩnh tải: 602
24/11/2014


vượt
tải
TT tính
toán
(KG/m2)
- Tole + Xà gồ
30 1.3 39
- Trần giả + thiết bị kỹ thuật. 30 1.3 39
- Hoạt tải sửa chữa mái
30 1.3 39
- Tổng tĩnh tải: 117
3. Tải trọng bản thân kết cấu:
Do chương trình STAAD PRO tính toán, hệ số tin cậy k=1.1.
II-Gán tải trọng cho sơ đồ tính:
Tải trọng tác dụng: Tổ hợp= Tĩnh tải+Hoạt tải+Trọng lượng bản thân của KC.
(Tải trọng của kết cấu gỗ bên trên được qui thành các tải trọng tập trung tác dụng
vào hệ dầm bên dưới).
Dùng chương trình STAAD PRO để phân tích nội lực của các phần tử.
Dùng chương trình Staad_Steel để tính ra diện tích cốt thép các phần tử theo TCVN.
24/11/2014
22
6
144
21
5
12
38
20
128
4

25
54
64
7
139
74
43
33
15
24
53
63
120
32
137
14
42
23
73
52
62
117119
31
41
127
72
82
13
92
61

68
78
57
108
88
134
47
98
112
67
77
107
133
97
87
124
66
76
106
132
86
96
75
65
142
105
85
95
113
104

27
200
152
15
6
140
56
35
26
47
163
151
5
14
139
55
46
34
25
202
76
150
13
4
162
138
201
54
45
24

42
30
21
94
171
72
63
85
146
183
158
50
41
20
93
84
170
205
29
114
62
71
145
157
49
40
182
204
92
83

132
111
102
179
154
191
195
89
80
166
131
122
110
101
67
58
178
190
88
79
165
130
121
100
109
177
189
87
78
129

184
115
124
Load 1
X
Y
Z
So hieu cau kien
24/11/2014
Load 1
X
Y
Z
Tinh tai
Load 2
X
Y
Z
Hoat tai
24/11/2014
Bending ZLoad 3 :
X
Y
Z
Moment Z
Shear YLoad 3 :
X
Y
Z
Luc cat Y

7 -1630.05 75.24 -9.16 0.36 -12.98 -166.26
7 1 2 2554.62 4.73 -11.57 0.37 13.08 5.24
8 -2132.50 -4.73 11.57 -0.37 25.12 10.38
2 2 1263.60 8.93 3.71 -0.25 -12.03 9.83
8 -1263.60 -8.93 -3.71 0.25 -0.21 19.65
3 2 3818.22 13.66 -7.86 0.12 1.04 15.06
8 -3396.09 -13.66 7.86 -0.12 24.91 30.03
8 1 3 3668.23 8.24 68.31 0.33 -71.78 9.01
9 -3246.11 -8.24 -68.31 -0.33 -153.65 18.19
2 3 1296.55 -11.52 4.08 -0.04 -12.76 -12.57
9 -1296.55 11.52 -4.08 0.04 -0.70 -25.46
3 3 4964.78 -3.28 72.39 0.29 -84.54 -3.56
9 -4542.66 3.28 -72.39 -0.29 -154.36 -7.27
12 1 143 298.99 2345.37 0.06 -6.45 -0.80 424.78
127 -298.99 3273.38 -0.06 6.45 0.53 -2652.00

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 143 261.42 1973.74 -0.21 -84.70 -1.44 547.20
127 -261.42 2730.26 0.21 84.70 2.47 -2362.83
3 143 560.41 4319.12 -0.16 -91.15 -2.25 971.98
127 -560.41 6003.64 0.16 91.15 3.00 -5014.82
13 1 127 169.62 2333.82 1.35 59.89 -1.24 2571.44
23 -169.62 1236.44 -1.35 -59.89 -3.47 -651.03
2 127 137.16 1685.50 7.39 91.70 -11.52 2144.72
23 -137.16 887.00 -7.39 -91.70 -14.34 -747.37

3 14 14453.48 250.75 322.75 -1.15 -355.07 275.74
127 -14031.35 -250.75 -322.75 1.15 -709.99 551.75
23 1 15 5637.85 -14.52 45.82 0.20 -50.54 -15.27
23 -5215.73 14.52 -45.82 -0.20 -100.66 -32.63

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 15 6453.55 -39.95 144.33 -0.29 -164.57 -43.12
23 -6453.55 39.95 -144.33 0.29 -311.71 -88.72
3 15 12091.40 -54.47 190.14 -0.09 -215.12 -58.39
23 -11669.28 54.47 -190.14 0.09 -412.36 -121.35
24 1 16 6129.05 1.11 94.94 0.30 -103.36 1.57
24 -5706.93 -1.11 -94.94 -0.30 -209.94 2.10
2 16 8636.03 12.02 163.48 0.02 -186.71 13.47
24 -8636.03 -12.02 -163.48 -0.02 -352.77 26.19
3 16 14765.08 13.13 258.42 0.32 -290.07 15.04
24 -14342.96 -13.13 -258.42 -0.32 -562.71 28.29
25 1 17 10730.30 -20.02 119.28 0.19 -127.58 -21.77
25 -10308.18 20.02 -119.28 -0.19 -266.05 -44.29
2 17 9040.01 -22.84 168.89 0.01 -192.95 -24.84
25 -9040.01 22.84 -168.89 -0.01 -364.39 -50.54
3 17 19770.31 -42.86 288.18 0.20 -320.53 -46.61
25 -19348.19 42.86 -288.18 -0.20 -630.45 -94.83
31 1 123 555.04 7165.39 19.36 -2106.69 -6.41 1391.19
111 -555.04 -2668.42 -19.36 2106.69 -47.80 13132.95
2 123 300.83 4248.20 17.96 -795.14 -9.89 602.72

2 29 8326.87 -300.83 42.50 -0.53 -47.96 -328.05
123 -8326.87 300.83 -42.50 0.53 -92.29 -664.68
3 29 21243.75 -855.74 169.19 -0.99 -186.07 -933.28
123 -20821.63 855.74 -169.19 0.99 -372.26 -1890.65
40 1 30 32454.40 348.82 257.54 0.30 -281.57 382.36
39 -32032.28 -348.82 -257.54 -0.30 -568.31 768.75
2 30 15671.60 172.15 6.75 -0.08 -10.10 188.81
39 -15671.60 -172.15 -6.75 0.08 -12.17 379.29
3 30 48126.00 520.98 264.29 0.22 -291.67 571.17
39 -47703.88 -520.98 -264.29 -0.22 -580.49 1148.05
41 1 31 18030.40 -65.78 228.05 -0.23 -249.88 -71.14
40 -17608.28 65.78 -228.05 0.23 -502.68 -145.92
2 31 7857.01 -32.96 -48.02 -0.76 45.49 -35.58
40 -7857.01 32.96 48.02 0.76 112.96 -73.19
3 31 25887.42 -98.74 180.03 -0.99 -204.39 -106.72
40 -25465.29 98.74 -180.03 0.99 -389.72 -219.11
42 1 32 21388.23 14.91 202.67 0.24 -221.30 16.77
41 -20966.11 -14.91 -202.67 -0.24 -447.52 32.45
2 32 9390.56 10.10 -63.09 -0.13 60.72 11.32
41 -9390.56 -10.10 63.09 0.13 147.49 22.01
3 32 30778.79 25.01 139.58 0.11 -160.58 28.08
41 -30356.66 -25.01 -139.58 -0.11 -300.03 54.45
43 1 33 22339.77 -23.05 169.49 0.20 -182.75 -25.02
42 -21917.65 23.05 -169.49 -0.20 -376.55 -51.04
2 33 9900.39 -18.87 -64.57 -0.05 62.00 -20.52
42 -9900.39 18.87 64.57 0.05 151.08 -41.74
3 33 32240.16 -41.91 104.92 0.15 -120.75 -45.54
42 -31818.04 41.91 -104.92 -0.15 -225.47 -92.78
49 1 124 653.15 7979.13 5.38 810.62 -2.42 1514.68
112 -653.15 -4328.39 -5.38 -810.62 -12.65 15715.85

61 -266.08 2529.35 0.25 0.00 1.53 -1812.42
2 60 164.60 1440.00 0.00 0.00 0.11 1062.50
61 -164.60 1440.00 0.00 0.00 -0.11 -1062.50
3 60 430.68 3968.94 -0.25 0.00 -0.40 2874.09
61 -430.68 3969.35 0.25 0.00 1.42 -2874.93
58 1 47 14985.79 -652.23 1.84 -0.22 -2.03 -711.18
124 -14563.67 652.23 -1.84 0.22 -4.05 -1441.18
2 47 10679.18 -429.39 63.54 -0.39 -71.24 -468.41
124 -10679.18 429.39 -63.54 0.39 -138.45 -948.56
3 47 25664.97 -1081.62 65.38 -0.61 -73.27 -1179.59
124 -25242.85 1081.62 -65.38 0.61 -142.50 -2389.75
59 1 48 36421.98 492.31 -108.65 -0.03 118.25 539.60
57 -35999.86 -492.31 108.65 0.03 240.29 1085.01
2 48 17128.91 336.04 65.73 -0.27 -74.89 368.08
57 -17128.91 -336.04 -65.73 0.27 -142.01 740.87
3 48 53550.89 828.35 -42.92 -0.31 43.36 907.68
57 -53128.77 -828.35 42.92 0.31 98.28 1825.88
60 1 49 22796.61 -96.09 -96.70 -0.03 104.67 -103.90
58 -22374.49 96.09 96.70 0.03 214.45 -213.18
2 49 5593.73 -62.24 72.47 -0.55 -86.39 -67.49
58 -5593.73 62.24 -72.47 0.55 -152.75 -137.91
3 49 28390.34 -158.33 -24.24 -0.58 18.28 -171.39
58 -27968.22 158.33 24.24 0.58 61.70 -351.09
61 1 50 25046.68 27.86 -92.75 0.28 101.20 31.24
59 -24624.55 -27.86 92.75 -0.28 204.89 60.69
2 50 7075.28 17.43 79.20 -0.12 -95.03 19.39
59 -7075.28 -17.43 -79.20 0.12 -166.34 38.14
3 50 32121.95 45.29 -13.55 0.16 6.17 50.63
59 -31699.83 -45.29 13.55 -0.16 38.55 98.83
62 1 51 25505.08 -39.18 -85.93 0.20 95.94 -42.37

71 1 77 224.47 1927.05 -4.33 5.13 7.38 1495.61
78 -224.47 2047.45 4.33 -5.13 7.76 -1706.31
2 77 132.24 1065.57 0.33 2.75 -0.36 873.59
78 -132.24 1139.43 -0.33 -2.75 -0.80 -1002.85
3 77 356.71 2992.62 -4.00 7.87 7.03 2369.21
78 -356.71 3186.89 4.00 -7.87 6.96 -2709.17
72 1 78 263.60 2528.02 -0.57 -0.02 0.15 1809.20
79 -263.60 2530.27 0.57 0.02 2.12 -1813.69
2 78 157.36 1440.00 0.00 0.00 0.11 1061.56
79 -157.36 1440.00 0.00 0.00 -0.11 -1061.56
3 78 420.96 3968.02 -0.57 -0.02 0.26 2870.76
79 -420.96 3970.27 0.57 0.02 2.01 -2875.25
77 1 65 14984.23 -651.10 -1.17 -0.04 0.88 -709.29
125 -14562.11 651.10 1.17 0.04 2.98 -1439.33
2 65 10675.91 -429.32 -56.90 -0.20 60.06 -468.37
125 -10675.91 429.32 56.90 0.20 127.70 -948.39
3 65 25660.15 -1080.42 -58.07 -0.24 60.95 -1177.66
125 -25238.03 1080.42 58.07 0.24 130.68 -2387.72
78 1 66 36418.12 493.43 111.10 -0.25 -122.40 541.48
75 -35996.00 -493.43 -111.10 0.25 -244.24 1086.85

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 66 17114.95 335.93 -54.76 -0.54 56.36 367.92
75 -17114.95 -335.93 54.76 0.54 124.35 740.65
3 66 53533.06 829.36 56.34 -0.79 -66.04 909.40

94 -335.41 646.22 -6.45 166.54 -13.80 -849.10
89 1 94 258.39 1701.79 -0.83 -1.52 2.09 266.52
95 -258.39 2476.22 0.83 1.52 0.80 -1621.78
2 94 168.49 1661.68 1.13 -5.71 -0.83 769.13
95 -168.49 2013.32 -1.13 5.71 -3.11 -1384.52
3 94 426.88 3363.46 0.30 -7.23 1.27 1035.66
95 -426.88 4489.55 -0.30 7.23 -2.31 -3006.30
90 1 95 237.53 2026.15 -4.34 2.55 7.41 1583.03
96 -237.53 2151.86 4.34 -2.55 7.79 -1803.02

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 95 157.92 1738.26 0.30 -0.13 -0.20 1369.14
96 -157.92 1936.74 -0.30 0.13 -0.86 -1716.49
3 95 395.45 3764.41 -4.04 2.42 7.21 2952.17
96 -395.45 4088.61 4.04 -2.42 6.93 -3519.52
95 1 83 12915.12 -551.94 -125.84 0.22 136.78 -600.24
126 -12493.00 551.94 125.84 -0.22 278.50 -1221.18
2 83 8328.38 -300.44 -35.34 -0.04 36.23 -327.58
126 -8328.38 300.44 35.34 0.04 80.40 -663.88
3 83 21243.50 -852.39 -161.18 0.18 173.01 -927.82
126 -20821.38 852.39 161.18 -0.18 358.90 -1885.06
96 1 84 32482.52 351.60 -254.32 -0.55 276.58 387.15
93 -32060.40 -351.60 254.32 0.55 562.68 773.13
2 84 15735.56 171.17 6.88 -0.73 -11.36 187.78
93 -15735.56 -171.17 -6.88 0.73 -11.36 377.08

MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 129 146.16 1717.92 5.27 25.23 -9.34 2153.43
130 -146.16 854.58 -5.27 -25.23 -9.10 -642.58
3 129 312.19 3985.49 6.88 13.39 -12.09 4670.78
130 -312.19 2157.27 -6.88 -13.39 -11.98 -1471.40
107 1 130 193.70 1680.22 -0.18 3.98 1.29 856.05
131 -193.70 1890.04 0.18 -3.98 -0.65 -1223.23
2 130 175.20 1212.87 0.18 5.38 0.99 693.60
131 -175.20 1359.63 -0.18 -5.38 -1.62 -950.42
3 130 368.90 2893.09 0.00 9.36 2.28 1549.64
131 -368.90 3249.67 0.00 -9.36 -2.27 -2173.64
108 1 131 182.54 1797.20 -2.29 1.96 3.80 1210.91
141 -182.54 1773.06 2.29 -1.96 4.21 -1168.68
2 131 164.72 1210.74 0.16 2.74 -0.02 925.56
141 -164.72 1361.76 -0.16 -2.74 -0.54 -1189.84
3 131 347.26 3007.94 -2.13 4.70 3.78 2136.47
141 -347.26 3134.82 2.13 -4.70 3.67 -2358.52
113 1 101 4183.82 -299.76 -91.34 -0.05 98.90 -325.04
145 -3761.70 299.76 91.34 0.05 202.51 -664.18
2 101 3121.65 -262.57 -106.18 -0.22 113.50 -285.70
145 -3121.65 262.57 106.18 0.22 236.88 -580.79
3 101 7305.47 -562.34 -197.51 -0.27 212.40 -610.74
145 -6883.35 562.34 197.51 0.27 439.39 -1244.97
114 1 102 7375.35 136.98 -102.31 0.02 110.22 151.85
129 -6953.23 -136.98 102.31 -0.02 227.39 300.19
2 102 6989.95 120.22 -221.08 -0.65 237.50 132.29

2 7 -9.98 -164.92 -1.11 8.76 1.64 -37.48
23 9.98 974.92 1.11 -8.76 1.70 -1672.28
3 7 9.21 381.71 1.55 -23.87 -1.58 31.84
23 -9.21 2134.01 -1.55 23.87 -3.06 -2660.29
124 1 8 -8.75 -125.81 4.92 5.17 -7.56 -145.44
24 8.75 823.53 -4.92 -5.17 -7.21 -1278.57
2 8 5.12 87.69 -0.09 -3.25 0.86 11.61
24 -5.12 1532.31 0.09 3.25 -0.60 -2178.53
3 8 -3.64 -38.12 4.83 1.92 -6.70 -133.83
24 3.64 2355.84 -4.83 -1.92 -7.80 -3457.11
125 1 9 64.31 1877.14 3.34 35.55 -5.40 243.95
25 -64.31 2435.58 -3.34 -35.55 -4.63 -2889.11
2 9 3.81 67.88 0.25 14.36 -0.22 0.47
25 -3.81 1552.12 -0.25 -14.36 -0.52 -2226.82
3 9 68.12 1945.02 3.59 49.92 -5.63 244.42
25 -68.12 3987.70 -3.59 -49.92 -5.15 -5115.93
129 1 143 91.66 1409.78 -1.04 238.75 0.91 196.49
123 -91.66 2928.52 1.04 -238.75 3.27 -3233.97
2 143 111.86 1154.99 -1.67 34.63 1.70 160.36
123 -111.86 2205.01 1.67 -34.63 4.97 -2260.41
3 143 203.52 2564.76 -2.71 273.37 2.61 356.85
123 -203.52 5133.53 2.71 -273.37 8.23 -5494.38
130 1 127 99.39 1433.17 0.37 -204.92 0.44 288.66
39 -99.39 3592.87 -0.37 204.92 -1.93 -4608.06
2 127 214.47 2575.23 -3.25 -48.17 8.17 664.07
39 -214.47 4092.26 3.25 48.17 4.85 -3698.13
3 127 313.85 4008.41 -2.88 -253.09 8.61 952.73
39 -313.85 7685.14 2.88 253.09 2.92 -8306.19
131 1 23 66.77 1949.36 -9.74 221.13 7.44 974.49
119 -66.77 -729.75 9.74 -221.13 7.17 1179.97

57 -323.65 5949.71 -1.09 147.54 -2.05 -6016.18
2 39 188.94 2412.01 -0.78 -169.14 1.54 2194.42
57 -188.94 2995.49 0.78 169.14 2.34 -3653.10
3 39 512.60 8699.64 0.32 -316.68 -1.88 6162.87
57 -512.60 8945.20 -0.32 316.68 0.29 -9669.28
141 1 40 300.40 6832.75 -0.18 32.02 0.89 4925.82
58 -300.40 6275.33 0.18 -32.02 0.03 -6424.77
2 40 98.06 2019.53 -3.15 30.43 8.30 2543.83
58 -98.06 2075.47 3.15 -30.43 7.44 -2683.67
3 40 398.46 8852.28 -3.33 62.45 9.19 7469.65
58 -398.46 8350.80 3.33 -62.45 7.47 -9108.45
142 1 41 299.94 6909.27 1.66 -12.78 -4.08 5243.61
59 -299.94 6198.82 -1.66 12.78 -4.23 -6360.00
2 41 109.66 2083.68 -0.55 -7.47 1.41 2798.15
59 -109.66 2011.32 0.55 7.47 1.35 -2617.27
3 41 409.61 8992.95 1.11 -20.25 -2.67 8041.76
59 -409.61 8210.15 -1.11 20.25 -2.88 -8977.26
143 1 42 338.42 7075.17 1.33 17.19 -3.31 5727.92
60 -338.42 6194.17 -1.33 -17.19 -3.34 -6417.94
2 42 110.05 2132.59 -0.16 6.38 0.47 2871.16
60 -110.05 2074.91 0.16 -6.38 0.36 -2726.97
3 42 448.46 9207.75 1.17 23.57 -2.84 8599.08
60 -448.46 8269.08 -1.17 -23.57 -2.98 -9144.91
149 1 57 204.56 4081.64 -0.03 0.03 -0.27 5446.37
75 -204.56 4080.41 0.03 -0.03 0.47 -5442.70

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE

159 1 75 324.32 5948.19 -1.11 147.88 2.14 6015.65
93 -324.32 6289.15 1.11 -147.88 3.41 -3975.55
2 75 198.67 2991.16 -3.16 170.19 7.52 3653.68
93 -198.67 2416.34 3.16 -170.19 8.28 -2216.62
3 75 522.99 8939.35 -4.27 318.06 9.66 9669.33
93 -522.99 8705.49 4.27 -318.06 11.69 -6192.17
160 1 76 308.65 6264.58 0.94 -32.85 -2.02 6414.46
94 -308.65 6843.51 -0.94 32.85 -2.66 -4969.29
2 76 133.04 2011.36 -2.63 -31.12 6.56 2624.37
94 -133.04 2083.64 2.63 31.12 6.60 -2805.07
3 76 441.68 8275.94 -1.70 -63.97 4.54 9038.83
94 -441.68 8927.15 1.70 63.97 3.94 -7774.35
161 1 77 310.69 6272.74 2.27 10.75 -5.49 6444.08
95 -310.69 6835.35 -2.27 -10.75 -5.84 -4958.11

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 77 139.66 1999.95 -0.67 7.02 1.64 2622.15
95 -139.66 2095.05 0.67 -7.02 1.72 -2859.92
3 77 450.35 8272.69 1.59 17.77 -3.85 9066.23
95 -450.35 8930.40 -1.59 -17.77 -4.12 -7818.03
162 1 78 334.31 6382.56 1.97 -17.24 -4.71 6629.31
96 -334.31 6886.78 -1.97 17.24 -5.12 -4997.37
2 78 141.29 2072.78 -0.15 -2.88 0.38 2744.15
96 -141.29 2134.72 0.15 2.88 0.39 -2898.98
3 78 475.61 8455.34 1.81 -20.11 -4.33 9373.46

39 -852.48 18356.12 52.89 -2860.97 24.92 -13381.83
177 1 112 652.24 -10546.94 -9.26 317.74 14.16 -15746.29
57 -652.24 12741.80 9.26 -317.74 4.36 -7542.44

24/11/2014
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 112 430.01 -6741.06 -4.66 216.66 1.11 -10146.20
57 -430.01 8421.06 4.66 -216.66 8.21 -5015.91
3 112 1082.26 -17287.99 -13.92 534.40 15.27 -25892.50
57 -1082.26 21162.86 13.92 -534.40 12.56 -12558.35
178 1 111 50.40 6248.45 0.87 -30.48 -3.15 3359.60
112 -50.40 6315.50 -0.87 30.48 -1.20 -6419.72
2 111 39.82 3338.02 -4.26 -84.59 10.50 2403.20
112 -39.82 4255.59 4.26 84.59 10.79 -4697.12
3 111 90.21 9586.47 -3.39 -115.07 7.35 5762.80
112 -90.21 10571.08 3.39 115.07 9.58 -11116.84
179 1 113 651.13 -10546.79 8.84 -316.51 -14.73 -15745.38
75 -651.13 12741.66 -8.84 316.51 -2.95 -7543.06
2 113 426.03 -6738.24 18.13 -211.53 -35.12 -10142.97
75 -426.03 8418.24 -18.13 211.53 -1.15 -5013.51
3 113 1077.16 -17285.03 26.97 -528.04 -49.85 -25888.35
75 -1077.16 21159.90 -26.97 528.04 -4.10 -12556.57
180 1 114 551.53 -9368.72 32.64 -1257.24 -51.44 -13100.51
93 -551.53 12079.59 -32.64 1257.24 -13.84 -8691.80
2 114 309.10 -3765.56 28.00 -1622.99 -50.85 -5892.72
93 -309.10 6285.56 -28.00 1622.99 -5.15 -4718.40

40 -135.46 3495.41 1.26 139.39 4.93 -2723.39
3 119 202.74 -452.17 4.04 -194.80 -9.89 -3451.35
40 -202.74 6966.11 -4.04 194.80 -0.20 -7156.30
192 1 120 94.57 -1690.59 7.07 -28.18 -8.86 -2180.58
41 -94.57 3884.53 -7.07 28.18 -8.82 -4788.32
2 120 173.16 -1112.03 0.10 17.84 -0.36 -3093.16
41 -173.16 3737.03 -0.10 -17.84 0.10 -2968.17
3 120 267.72 -2802.63 7.17 -10.35 -9.22 -5273.74
41 -267.72 7621.56 -7.17 10.35 -8.72 -7756.49
193 1 119 15.04 1361.52 -0.51 -23.12 0.96 276.53
120 -15.04 1967.99 0.51 23.12 0.83 -1337.87
2 119 15.48 1695.27 4.07 -10.68 -7.85 353.80
120 -15.48 2399.73 -4.07 10.68 -6.40 -1586.60
3 119 30.51 3056.79 3.56 -33.80 -6.90 630.33
120 -30.51 4367.72 -3.56 33.80 -5.57 -2924.46
194 1 139 174.35 -2285.26 4.29 -37.36 -5.28 -3061.20
42 -174.35 4479.19 -4.29 37.36 -5.45 -5394.36
2 139 174.42 -1173.07 0.35 -25.79 -0.67 -3188.63
42 -174.42 3798.07 -0.35 25.79 -0.21 -3025.29
3 139 348.77 -3458.32 4.65 -63.15 -5.96 -6249.83
42 -348.77 8277.26 -4.65 63.15 -5.66 -8419.65
195 1 120 21.59 1733.75 -4.73 -2.09 8.10 1379.04
139 -21.59 1595.76 4.73 2.09 8.45 -1137.56
2 120 25.44 2003.63 0.72 -2.44 -1.07 1543.59
139 -25.44 2091.37 -0.72 2.44 -1.45 -1697.13
3 120 47.03 3737.38 -4.01 -4.53 7.03 2922.63
139 -47.03 3687.13 4.01 4.53 7.00 -2834.69
201 1 96 103.83 3581.10 0.74 -19.12 -1.21 4496.65
141 -103.83 1444.94 -0.74 19.12 -1.75 -224.33
2 96 242.06 3974.85 -0.15 4.10 0.28 3111.44

2 42 165.57 2163.75 0.00 0.00 0.27 1565.00
43 -165.57 2163.75 0.00 0.00 -0.27 -1565.00
3 42 433.43 4664.04 -0.12 0.00 -0.59 3280.40
43 -433.43 4664.06 0.12 0.00 1.07 -3280.44

24/11/2014
MEMBER FORCES AT INTERMEDIATE SECTIONS

ALL UNITS ARE KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
1 1 0.50 -177.09 -1.18 1.07 -436.40
2 0.50 -109.57 1.14 0.07 -366.81
3 0.50 -286.67 -0.05 1.14 -803.21
2 1 0.50 91.21 -4.01 -0.09 -301.64
2 0.50 -13.67 -0.27 0.48 -167.54
3 0.50 77.54 -4.28 0.39 -469.19
3 1 0.50 0.02 0.00 -1.37 -109.56
2 0.50 0.00 0.00 0.18 -385.65
3 0.50 0.02 0.00 -1.19 -495.21
6 1 0.50 -41.49 18.00 9.59 23.23
2 0.50 -33.74 -8.84 -11.72 18.90
3 0.50 -75.24 9.16 -2.13 42.12
7 1 0.50 4.73 -11.57 -6.02 -2.57
2 0.50 8.93 3.71 -5.91 -4.91
3 0.50 13.66 -7.86 -11.93 -7.48
8 1 0.50 8.24 68.31 40.94 -4.59
2 0.50 -11.52 4.08 -6.03 6.44
3 0.50 -3.28 72.39 34.91 1.86
12 1 0.50 -464.00 0.06 -0.66 -2383.26

24 1 0.50 1.11 94.94 53.29 -0.27
2 0.50 12.02 163.48 83.03 -6.36
3 0.50 13.13 258.42 136.32 -6.63
25 1 0.50 -20.02 119.28 69.24 11.26
2 0.50 -22.84 168.89 85.72 12.85
3 0.50 -42.86 288.18 154.96 24.11
31 1 0.50 5265.21 19.36 20.70 -7602.38
2 0.50 2480.00 17.96 15.26 -4582.59
3 0.50 7745.20 37.32 35.96 -12184.96
32 1 0.50 2201.88 2.24 -1.56 1714.24
2 0.50 1049.60 10.42 -2.02 460.50
3 0.50 3251.48 12.66 -3.59 2174.75
33 1 0.50 -391.80 -2.84 1.40 -1292.78
2 0.50 -178.32 -0.20 1.87 -994.61
3 0.50 -570.12 -3.04 3.27 -2287.39
34 1 0.50 -53.49 -5.54 -0.13 -561.38
2 0.50 -73.48 0.20 0.23 -550.66
3 0.50 -126.98 -5.34 0.11 -1112.03
39 1 0.50 -554.91 126.69 70.92 310.37
2 0.50 -300.83 42.50 22.17 168.32
3 0.50 -855.74 169.19 93.09 478.69
40 1 0.50 348.82 257.54 143.37 -193.20
2 0.50 172.15 6.75 1.03 -95.24
3 0.50 520.98 264.29 144.41 -288.44
41 1 0.50 -65.78 228.05 126.40 37.39
2 0.50 -32.96 -48.02 -33.74 18.81
3 0.50 -98.74 180.03 92.66 56.19
42 1 0.50 14.91 202.67 113.11 -7.84
2 0.50 10.10 -63.09 -43.39 -5.35
3 0.50 25.01 139.58 69.73 -13.19

3 0.50 828.35 -42.92 -27.46 -459.10
60 1 0.50 -96.09 -96.70 -54.89 54.64
2 0.50 -62.24 72.47 33.18 35.21
3 0.50 -158.33 -24.24 -21.71 89.85
61 1 0.50 27.86 -92.75 -51.85 -14.73
2 0.50 17.43 79.20 35.65 -9.37
3 0.50 45.29 -13.55 -16.19 -24.10
62 1 0.50 -39.18 -85.93 -45.85 22.27
2 0.50 -25.00 82.89 37.38 14.05
3 0.50 -64.18 -3.04 -8.47 36.32
68 1 0.50 6152.76 -5.41 -5.30 -8614.82
2 0.50 3965.46 0.70 -3.77 -6043.29
3 0.50 10118.22 -4.72 -9.07 -14658.11

24/11/2014
MEMBER FORCES AT INTERMEDIATE SECTIONS

ALL UNITS ARE KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
69 1 0.50 1749.48 0.19 0.43 1047.03
2 0.50 1166.92 6.72 0.06 774.35
3 0.50 2916.40 6.90 0.50 1821.38
70 1 0.50 -325.29 -1.64 0.68 -1200.86
2 0.50 -208.89 0.99 0.94 -733.31
3 0.50 -534.18 -0.65 1.62 -1934.18
71 1 0.50 -60.20 -4.33 -0.19 -598.79
2 0.50 -36.93 0.33 0.22 -348.03
3 0.50 -97.13 -4.00 0.03 -946.82
72 1 0.50 -1.12 -0.57 -0.98 -1405.70


Nhờ tải bản gốc

Tài liệu, ebook tham khảo khác

Music ♫

Copyright: Tài liệu đại học © DMCA.com Protection Status