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

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)

γ (KG/m3)
TT tiêu
chuẩn
(KG/m2)
Hệ số
vượt
tải
TT tính
toán
(KG/m)
- Vách gỗ
70 700 113 1.3 147
- Tải vách phân bố trên 1 m dài: 147
c-Tường chắn, lan can gạch rỗng
220
Chiều cao: 0.7 m
Tên các lớp
chiều dày
lớp (mm)
γ (KG/m3)
TT tiêu
chuẩn
(KG/m2)
Hệ số
vượt
tải
TT tính
toán
(KG/m)
- Tường gạch xây 220 + 2 lớp trát

30.
250 1600 280 1.2 336
- Tải tường phân bố trên 1 m dài: 336


d-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

2. HOẠT TẢI:

Phòng chức năng
TT TC dài
hạn
(KG/m2)
TT TC
ngắn hạn
(KG/m2)
TT tiêu
chuẩn
(KG/m2)
Hệ số
vượt
tải
TT tính
toán
(KG/m2)
- Sảnh chờ, quầy giao dịch 140 160 300 1.2 360
- Khu sàn chứa nước h=400mm
400 1.2 480
d-Mái tole
Tên các lớp
chiều dày
lớp (mm)
γ (KG/m3)
TT tiêu
chuẩn
(KG/m2)
Hệ số

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

11
135
37
19
28
115
10
3
122
36
18
46
56
27
2
9
121
35
45
26
17
136
55
1
8
140
116
34
44
16

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

51
30
40
71
81
50
143
138
60
91
39
118
70
29
110
80
49
59
111
90
100
79
69
123
146
48
58
109
89
99

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

125
84
141
94
103
131
93
83
114
102
130
126
129
101
145
Load 1
X
Y
Z
So hieu nut
38
17
28
37
153
16
7
57
141
36

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

33
75
149
66
12
3
161
137
53
44
173
32
23
74
65
148
160
136
95
43
52
31
22
172
73
64
147
159
203
51

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

169
70
61
156
113
194
144
193
104
181
91
82
48
133
168
69
60
39
155
112
103
180
192
81
196
90
167
68
59
123

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

120
206
108
99
176
197
188
86
119
128
107
98
77
175
187
199
127
118
106
97
186
174
198
126
117
105
185
96
125
116

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

24/11/2014
III-Nội lực các phần tử:
MEMBER END FORCES STRUCTURE TYPE = SPACE

ALL UNITS ARE KG METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
1 1 7 44.15 817.91 -1.18 30.02 3.14 124.31
8 -44.15 1172.10 1.18 -30.02 1.01 -744.15
2 7 32.63 430.43 1.14 -11.17 -1.92 65.82
8 -32.63 649.57 -1.14 11.17 -2.06 -449.31
3 7 76.78 1248.34 -0.05 18.85 1.22 190.13
8 -76.78 1821.67 0.05 -18.85 -1.05 -1193.46
2 1 8 44.34 1086.21 -4.01 -90.29 6.92 728.60
9 -44.34 903.80 4.01 90.29 7.10 -409.37
2 8 23.61 526.33 -0.27 0.23 0.95 432.91
9 -23.61 553.67 0.27 -0.23 0.00 -480.75
3 8 67.95 1612.54 -4.28 -90.06 7.87 1161.51
9 -67.95 1457.47 4.28 90.06 7.10 -890.12
3 1 9 39.45 465.17 0.00 0.00 -1.37 355.63
10 -39.45 465.12 0.00 0.00 1.37 -355.54
2 9 35.38 675.00 0.00 0.00 0.18 491.85
10 -35.38 675.00 0.00 0.00 -0.18 -491.85
3 9 74.83 1140.17 0.00 0.00 -1.18 847.48
10 -74.83 1140.12 0.00 0.00 1.19 -847.39
6 1 1 1786.66 -41.49 18.00 -0.08 -20.11 -45.24
7 -1364.54 41.49 -18.00 0.08 -39.29 -91.69
2 1 265.51 -33.74 -8.84 -0.28 2.87 -36.78
7 -265.51 33.74 8.84 0.28 26.31 -74.57
3 1 2052.17 -75.24 9.16 -0.36 -17.24 -82.02

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

3 127 306.78 4019.31 8.73 151.59 -12.76 4716.16
23 -306.78 2123.45 -8.73 -151.59 -17.81 -1398.40
14 1 23 171.74 870.83 -0.42 -54.28 0.99 429.90
24 -171.74 1007.42 0.42 54.28 0.47 -668.94
2 23 161.48 1299.26 2.21 -18.20 -3.14 630.43
24 -161.48 1513.24 -2.21 18.20 -4.58 -1004.89
3 23 333.22 2170.10 1.79 -72.48 -2.15 1060.34
24 -333.22 2520.66 -1.79 72.48 -4.11 -1673.83
15 1 24 166.22 935.46 -4.58 -30.67 7.74 659.02
25 -166.22 942.80 4.58 30.67 8.28 -671.86
2 24 139.69 1354.16 1.00 -5.17 -1.77 1000.62
25 -139.69 1458.34 -1.00 5.17 -1.72 -1182.93
3 24 305.91 2289.62 -3.58 -35.84 5.98 1659.64
25 -305.91 2401.14 3.58 35.84 6.56 -1854.79
16 1 25 186.37 1094.04 -0.02 0.00 -0.76 681.59
26 -186.37 1094.00 0.02 0.00 0.85 -681.50
2 25 159.30 1698.75 0.00 0.00 -0.04 1214.87
26 -159.30 1698.75 0.00 0.00 0.04 -1214.87
3 25 345.68 2792.79 -0.02 0.00 -0.80 1896.46
26 -345.68 2792.75 0.02 0.00 0.88 -1896.37
21 1 13 4177.27 -300.04 91.72 0.11 -99.73 -326.60
143 -3755.15 300.04 -91.72 -0.11 -202.94 -663.53
2 13 3128.73 -263.09 111.64 0.25 -123.37 -286.36
143 -3128.73 263.09 -111.64 -0.25 -245.06 -581.82
3 13 7306.00 -563.12 203.36 0.36 -223.10 -612.95
143 -6883.88 563.12 -203.36 -0.36 -448.00 -1245.35
22 1 14 7462.49 129.75 100.68 -0.27 -109.91 142.69
127 -7040.37 -129.75 -100.68 0.27 -222.32 285.48
2 14 6990.99 121.00 222.07 -0.88 -245.16 133.05
127 -6990.99 -121.00 -222.07 0.88 -487.67 266.27

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

111 -300.83 422.20 -17.96 795.14 -40.41 5985.66
3 123 855.87 11413.59 37.32 -2901.83 -16.29 1993.91
111 -855.87 -2246.21 -37.32 2901.83 -88.21 19118.61
32 1 39 207.80 4290.89 2.24 44.99 -5.48 7856.32
40 -207.80 -112.88 -2.24 -44.99 -2.35 -149.74
2 39 126.90 2887.10 10.42 92.17 -20.26 4441.05
40 -126.90 787.90 -10.42 -92.17 -16.22 -767.45
3 39 334.70 7177.99 12.66 137.17 -25.74 12297.38
40 -334.70 675.02 -12.66 -137.17 -18.56 -917.19
33 1 40 268.09 1632.71 -2.84 35.22 6.36 208.24
41 -268.09 2416.30 2.84 -35.22 3.57 -1579.53
2 40 157.98 1554.18 -0.20 25.58 2.22 670.82
41 -157.98 1910.82 0.20 -25.58 -1.53 -1294.95
3 40 426.07 3186.88 -3.04 60.80 8.58 879.06
41 -426.07 4327.13 3.04 -60.80 2.04 -2874.48
34 1 41 247.77 1971.01 -5.54 42.98 9.57 1531.67
42 -247.77 2078.00 5.54 -42.98 9.82 -1718.90
2 41 147.22 1659.02 0.20 3.05 -0.12 1298.25
42 -147.22 1805.98 -0.20 -3.05 -0.58 -1555.44
3 41 395.00 3630.03 -5.34 46.03 9.45 2829.92
42 -395.00 3883.98 5.34 -46.03 9.24 -3274.34
39 1 29 12916.88 -554.91 126.69 -0.46 -138.12 -605.22
123 -12494.76 554.91 -126.69 0.46 -279.96 -1225.97

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 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

2 124 430.00 5613.12 11.39 -154.02 -7.81 1045.26
112 -430.00 -2320.32 -11.39 154.02 -24.09 10061.55
3 124 1083.14 13592.25 16.77 656.60 -10.23 2559.94
112 -1083.14 -6648.71 -16.77 -656.60 -36.74 25777.40
50 1 57 158.81 3737.71 1.19 -11.79 -2.06 6309.86
58 -158.81 236.80 -1.19 11.79 -2.10 -183.27
2 57 93.31 2270.99 7.99 0.73 -14.66 4105.85
58 -93.31 -65.99 -7.99 -0.73 -13.32 -16.14
3 57 252.12 6008.70 9.18 -11.06 -16.72 10415.71
58 -252.12 170.81 -9.18 11.06 -15.42 -199.41
51 1 58 255.38 1661.56 -1.30 -5.85 2.99 428.38
59 -255.38 2312.95 1.30 5.85 1.56 -1568.32

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 58 156.84 892.23 0.78 -4.76 -0.33 184.54
59 -156.84 1312.77 -0.78 4.76 -2.40 -920.47
3 58 412.21 2553.79 -0.52 -10.61 2.66 612.92
59 -412.21 3625.72 0.52 10.61 -0.85 -2488.80
52 1 59 227.17 1926.38 -4.09 -11.53 6.98 1494.61
60 -227.17 2048.13 4.09 11.53 7.32 -1707.67
2 59 139.53 1066.46 0.32 -3.31 -0.34 874.81
60 -139.53 1138.55 -0.32 3.31 -0.78 -1000.97
3 59 366.70 2992.84 -3.77 -14.84 6.64 2369.43
60 -366.70 3186.67 3.77 14.84 6.55 -2708.64
53 1 60 266.08 2528.94 -0.25 0.00 -0.51 1811.59

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

60 -25082.96 39.18 85.93 -0.20 187.64 -86.92

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 51 7437.70 -25.00 82.89 -0.03 -99.39 -27.20
60 -7437.70 25.00 -82.89 0.03 -174.15 -55.30
3 51 32942.78 -64.18 -3.04 0.18 -3.45 -69.57
60 -32520.66 64.18 3.04 -0.18 13.49 -142.22
68 1 125 652.08 7978.12 -5.41 -810.38 2.28 1512.78
113 -652.08 -4327.39 5.41 810.38 12.88 15714.93
2 125 429.79 5611.86 0.70 154.02 -4.75 1044.99
113 -429.79 -2319.06 -0.70 -154.02 2.79 10058.30
3 125 1081.87 13589.98 -4.72 -656.36 -2.46 2557.77
113 -1081.87 -6646.45 4.72 656.36 15.67 25773.23
69 1 75 156.62 3736.73 0.19 12.21 0.10 6308.37
76 -156.62 237.77 -0.19 -12.21 -0.76 -185.20
2 75 88.37 2269.42 6.72 3.07 -11.69 4102.72
76 -88.37 -64.42 -6.72 -3.07 -11.82 -18.48
3 75 244.99 6006.16 6.90 15.28 -11.58 10411.09
76 -244.99 173.35 -6.90 -15.28 -12.58 -203.68
70 1 76 252.29 1661.96 -1.64 1.19 3.55 429.63
77 -252.29 2312.55 1.64 -1.19 2.18 -1568.15
2 76 149.82 893.61 0.99 2.39 -0.79 187.37
77 -149.82 1311.39 -0.99 -2.39 -2.67 -918.50
3 76 402.11 2555.57 -0.65 3.58 2.75 617.00
77 -402.11 3623.94 0.65 -3.58 -0.49 -2486.65

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

75 -53110.94 -829.36 -56.34 0.79 -119.89 1827.50
79 1 67 22783.43 -95.02 100.64 -0.06 -111.48 -102.08
76 -22361.31 95.02 -100.64 0.06 -220.62 -211.49
2 67 5503.53 -62.22 -50.43 -0.52 47.62 -67.49
76 -5503.53 62.22 50.43 0.52 118.80 -137.83
3 67 28286.96 -157.24 50.21 -0.58 -63.86 -169.57
76 -27864.84 157.24 -50.21 0.58 -101.82 -349.32
80 1 68 25145.87 28.76 98.03 0.22 -107.79 32.89
77 -24723.75 -28.76 -98.03 -0.22 -215.70 62.03
2 68 7047.18 17.34 -50.33 -0.12 46.22 19.27
77 -7047.18 -17.34 50.33 0.12 119.88 37.94
3 68 32193.05 46.10 47.69 0.10 -61.57 52.16
77 -31770.93 -46.10 -47.69 -0.10 -95.81 99.97
81 1 69 25756.48 -38.22 89.42 0.15 -96.26 -40.66
78 -25334.36 38.22 -89.42 -0.15 -198.84 -85.45
2 69 7425.46 -25.18 -52.30 -0.03 48.03 -27.40
78 -7425.46 25.18 52.30 0.03 124.55 -55.69
3 69 33181.95 -63.39 37.13 0.12 -48.24 -68.06
78 -32759.82 63.39 -37.13 -0.12 -74.29 -141.14
87 1 126 550.56 7162.39 -18.14 2105.44 2.88 1384.82
114 -550.56 -2665.42 18.14 -2105.44 47.92 13130.92
2 126 301.11 4244.94 -10.43 789.86 -0.73 601.83
114 -301.11 425.45 10.43 -789.86 29.94 5977.46
3 126 851.66 11407.34 -28.57 2895.30 2.15 1986.65
114 -851.66 -2239.96 28.57 -2895.30 77.86 19108.38
88 1 93 198.20 4300.54 -0.62 -48.97 2.99 7866.64
94 -198.20 -122.53 0.62 48.97 -0.83 -126.27
2 93 137.21 2906.25 7.07 -117.57 -11.78 4463.45
94 -137.21 768.75 -7.07 117.57 -12.96 -722.83
3 93 335.41 7206.79 6.45 -166.54 -8.79 12330.09

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

3 84 48218.07 522.77 -247.44 -1.28 265.22 574.93
93 -47795.95 -522.77 247.44 1.28 551.32 1150.21
97 1 85 18212.53 -61.91 -220.25 0.09 238.83 -65.16
94 -17790.41 61.91 220.25 -0.09 487.99 -139.16
2 85 8462.40 -32.16 93.56 -0.53 -110.02 -34.67
94 -8462.40 32.16 -93.56 0.53 -198.73 -71.46
3 85 26674.93 -94.08 -126.69 -0.43 128.82 -99.83
94 -26252.81 94.08 126.69 0.43 289.26 -210.62
98 1 86 21106.67 19.78 -220.72 0.31 240.18 23.86
95 -20684.55 -19.78 220.72 -0.31 488.18 41.41
2 86 9787.72 10.51 99.78 -0.14 -118.12 11.79
95 -9787.72 -10.51 -99.78 0.14 -211.14 22.90
3 86 30894.39 30.29 -120.94 0.17 122.06 35.65
95 -30472.28 -30.29 120.94 -0.17 277.04 64.31
99 1 87 21467.74 -20.01 -226.19 0.25 248.24 -19.91
96 -21045.62 20.01 226.19 -0.25 498.17 -46.13
2 87 10446.31 -22.41 100.47 -0.03 -119.22 -24.39
96 -10446.31 22.41 -100.47 0.03 -212.34 -49.58
3 87 31914.05 -42.43 -125.71 0.22 129.02 -44.30
96 -31491.93 42.43 125.71 -0.22 285.84 -95.71
105 1 145 300.17 2353.02 0.66 9.51 -1.45 427.12
129 -300.17 3265.73 -0.66 -9.51 -1.72 -2617.63
2 145 262.50 1972.07 -0.14 91.96 -0.42 546.13
129 -262.50 2731.94 0.14 -91.96 1.08 -2369.82
3 145 562.67 4325.09 0.52 101.47 -1.87 973.25
129 -562.67 5997.67 -0.52 -101.47 -0.64 -4987.45
106 1 129 166.03 2267.57 1.61 -11.84 -2.74 2517.35
130 -166.03 1302.69 -1.61 11.84 -2.88 -828.82

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
_
2 129 146.16 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

129 -6989.95 -120.22 221.08 0.65 492.06 264.45
3 102 14365.30 257.21 -323.39 -0.63 347.72 284.14
129 -13943.18 -257.21 323.39 0.63 719.46 564.64
115 1 103 4816.19 -26.88 -90.40 0.05 96.73 -27.53
130 -4394.06 26.88 90.40 -0.05 201.59 -61.17
2 103 4734.13 -25.53 -237.63 -0.70 251.68 -27.27
130 -4734.13 25.53 237.63 0.70 532.49 -56.97
3 103 9550.31 -52.41 -328.03 -0.65 348.41 -54.79
130 -9128.19 52.41 328.03 0.65 734.08 -118.14
116 1 104 5541.32 9.97 -95.60 0.46 103.24 12.48
131 -5119.20 -9.97 95.60 -0.46 212.24 20.41
2 104 5244.29 11.21 -240.28 -0.15 253.26 12.65
131 -5244.29 -11.21 240.28 0.15 539.66 24.35
3 104 10785.61 21.18 -335.88 0.31 356.50 25.13
131 -10363.49 -21.18 335.88 -0.31 751.90 44.76
117 1 105 5136.05 -0.76 -101.14 0.38 111.36 0.50
141 -4713.93 0.76 101.14 -0.38 222.40 -2.99

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
_
2 105 5734.41 -26.72 -242.22 -0.04 255.04 -29.06
141 -5734.41 26.72 242.22 0.04 544.29 -59.13
3 105 10870.46 -27.48 -343.37 0.33 366.41 -28.56
141 -10448.34 27.48 343.37 -0.33 766.70 -62.12
123 1 7 19.19 546.63 2.66 -32.63 -3.22 69.32
23 -19.19 1159.09 -2.66 32.63 -4.76 -988.01

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

2 23 139.53 3292.36 -16.74 214.41 15.49 1874.09
119 -139.53 -1874.86 16.74 -214.41 9.62 2237.58
3 23 206.30 5241.73 -26.48 435.54 22.93 2848.58
119 -206.30 -2604.61 26.48 -435.54 16.79 3417.55
132 1 24 90.35 2940.51 0.52 12.99 -0.71 1512.13
120 -90.35 -2011.15 -0.52 -12.99 -0.07 2201.61

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 24 169.80 4236.32 -9.86 -25.17 6.96 2544.33
120 -169.80 -3291.32 9.86 25.17 7.84 3101.40
3 24 260.15 7176.83 -9.34 -12.18 6.25 4056.46
120 -260.15 -5302.47 9.34 12.18 7.76 5303.01
133 1 25 179.03 5835.76 3.48 70.12 -2.70 3185.83
139 -179.03 -1291.40 -3.48 -70.12 -2.51 3063.29
2 25 173.70 4330.80 -2.99 32.95 2.29 2596.39
139 -173.70 -3385.80 2.99 -32.95 2.19 3191.07
3 25 352.73 10166.56 0.49 103.07 -0.42 5782.21
139 -352.73 -4677.20 -0.49 -103.07 -0.32 6254.36
139 1 123 198.99 2400.85 -0.92 73.53 2.69 1407.25
124 -198.99 3042.66 0.92 -73.53 1.89 -3011.76
2 123 136.40 1873.66 -1.66 96.59 4.39 1557.56
124 -136.40 2359.94 1.66 -96.59 3.92 -2773.25
3 123 335.39 4274.52 -2.58 170.12 7.07 2964.81
124 -335.39 5402.59 2.58 -170.12 5.82 -5785.01
140 1 39 323.65 6287.62 1.09 -147.54 -3.42 3968.45

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

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
_
2 57 242.02 3441.38 -1.43 0.05 3.83 3579.18
75 -242.02 3436.12 1.43 -0.05 4.77 -3563.42
3 57 446.58 7523.02 -1.47 0.08 3.56 9025.54
75 -446.58 7516.54 1.47 -0.08 5.24 -9006.12
150 1 58 206.19 4711.80 0.30 0.09 -0.95 6216.26
76 -206.19 4708.00 -0.30 -0.09 -0.82 -6204.86
2 58 177.74 2692.01 -1.87 -0.06 5.66 2830.92
76 -177.74 2662.99 1.87 0.06 5.53 -2743.85
3 58 383.93 7403.82 -1.57 0.03 4.71 9047.19
76 -383.93 7370.99 1.57 -0.03 4.71 -8948.70
151 1 59 209.98 4697.40 1.31 0.24 -4.03 6149.42
77 -209.98 4722.41 -1.31 -0.24 -3.86 -6224.45
2 59 189.33 2684.73 -0.42 0.06 1.27 2785.05
77 -189.33 2670.27 0.42 -0.06 1.27 -2741.68
3 59 399.31 7382.13 0.89 0.30 -2.77 8934.48
77 -399.31 7392.68 -0.89 -0.30 -2.58 -8966.12
152 1 60 248.65 4822.73 1.06 0.19 -3.27 6241.83
78 -248.65 4887.32 -1.06 -0.19 -3.07 -6435.62
2 60 193.26 2784.25 -0.10 0.15 0.29 2904.43
78 -193.26 2773.25 0.10 -0.15 0.29 -2871.44
3 60 441.91 7606.97 0.96 0.34 -2.99 9146.25
78 -441.91 7660.58 -0.96 -0.34 -2.78 -9307.07
158 1 125 199.70 3042.53 0.98 -73.42 -2.02 3011.82
126 -199.70 2400.98 -0.98 73.42 -2.89 -1407.96
2 125 130.95 2360.58 -0.59 -96.72 1.73 2776.04
126 -130.95 1873.02 0.59 96.72 1.20 -1557.13
3 125 330.65 5403.11 0.40 -170.13 -0.29 5787.86
126 -330.65 4274.00 -0.40 170.13 -1.69 -2965.09

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

96 -475.61 9021.50 -1.81 20.11 -4.73 -7896.35
168 1 126 92.00 2929.62 -0.41 -237.06 0.24 3234.89
145 -92.00 1408.67 0.41 237.06 1.39 -192.99
2 126 106.04 2210.42 0.08 -34.66 -0.52 2266.60
145 -106.04 1149.58 -0.08 34.66 0.20 -144.93
3 126 198.04 5140.04 -0.33 -271.72 -0.28 5501.49
145 -198.04 2558.26 0.33 271.72 1.60 -337.92
169 1 93 103.25 3606.12 -2.85 199.91 6.89 4621.14
129 -103.25 1419.93 2.85 -199.91 4.49 -248.75
2 93 226.49 4127.41 -3.88 48.06 7.92 3733.41
129 -226.49 2540.10 3.88 -48.06 7.61 -558.78
3 93 329.74 7733.53 -6.73 247.97 14.81 8354.55
129 -329.74 3960.02 6.73 -247.97 12.10 -807.54
170 1 94 88.61 3582.64 -0.78 -33.95 1.49 4528.75
130 -88.61 1411.15 0.78 33.95 1.65 -185.76
2 94 232.54 3948.33 -3.52 -5.96 6.67 3115.66
130 -232.54 2666.67 3.52 5.96 7.40 -552.35
3 94 321.15 7530.98 -4.30 -39.91 8.16 7644.41
130 -321.15 4077.83 4.30 39.91 9.05 -738.11
171 1 95 93.49 3561.83 1.19 8.09 -2.05 4474.00
131 -93.49 1431.97 -1.19 -8.09 -2.69 -214.27
2 95 240.26 3941.09 -0.73 -0.50 1.44 3076.64
131 -240.26 2673.92 0.73 0.50 1.49 -542.29
3 95 333.75 7502.92 0.45 7.59 -0.61 7550.64
131 -333.75 4105.89 -0.45 -7.59 -1.20 -756.56
176 1 111 555.91 -9365.03 -31.04 1252.92 50.95 -13102.47
39 -555.91 12075.90 31.04 -1252.92 11.12 -8682.46
2 111 296.58 -3760.22 -21.85 1608.06 29.91 -5901.07
39 -296.58 6280.22 21.85 -1608.06 13.80 -4699.37
3 111 852.48 -13125.25 -52.89 2860.97 80.86 -19003.54

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

3 114 860.64 -13134.29 60.64 -2880.23 -102.29 -18993.23
93 -860.64 18365.15 -60.64 2880.23 -18.99 -13410.21
181 1 113 50.78 6314.80 -0.98 30.41 1.37 6419.33
114 -50.78 6249.14 0.98 -30.41 3.52 -3362.68
2 113 38.43 4253.49 -8.00 84.73 19.08 4696.31
114 -38.43 3340.11 8.00 -84.73 20.91 -2412.86
3 113 89.21 10568.29 -8.98 115.14 20.45 11115.64
114 -89.21 9589.25 8.98 -115.14 24.43 -5775.53
188 1 124 195.45 3541.88 0.00 0.03 0.31 3826.43
125 -195.45 3541.46 0.00 -0.03 -0.31 -3825.18
2 124 188.55 2706.13 -1.05 -0.11 3.49 2757.68
125 -188.55 2703.47 1.05 0.11 2.82 -2749.72
3 124 384.00 6248.01 -1.05 -0.08 3.80 6584.11
125 -384.00 6244.94 1.05 0.08 2.51 -6574.90
189 1 112 65.04 4659.83 -0.03 -0.04 -0.30 5926.84
113 -65.04 4659.37 0.03 0.04 0.48 -5925.46
2 112 55.87 4805.79 -4.24 0.06 12.19 5067.80
113 -55.87 4803.81 4.24 -0.06 13.24 -5061.86
3 112 120.90 9465.62 -4.27 0.02 11.89 10994.64
113 -120.90 9463.18 4.27 -0.02 13.73 -10987.32
191 1 119 67.28 -631.76 5.30 -55.40 -8.12 -1203.09
40 -67.28 3470.70 -5.30 55.40 -5.13 -4432.92

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
_
2 119 135.46 179.59 -1.26 -139.39 -1.77 -2248.26

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

141 -242.06 2692.65 0.15 -4.10 0.33 -547.04
3 96 345.89 7555.95 0.59 -15.02 -0.93 7608.09
141 -345.89 4137.60 -0.59 15.02 -1.42 -771.37
203 1 141 182.56 1495.92 0.40 0.03 -2.09 1152.55
142 -182.56 1498.37 -0.40 -0.03 0.50 -1157.45
2 141 191.59 1680.00 0.00 0.00 0.17 1253.07
142 -191.59 1680.00 0.00 0.00 -0.17 -1253.07
3 141 374.16 3175.93 0.40 0.03 -1.92 2405.62
142 -374.16 3178.37 -0.40 -0.03 0.32 -2410.52
204 1 96 256.31 2640.88 -0.04 0.00 -1.22 1851.03
97 -256.31 2649.99 0.04 0.00 1.39 -1869.24

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 96 180.33 2400.00 0.00 0.00 0.16 1759.10
97 -180.33 2400.00 0.00 0.00 -0.16 -1759.10
3 96 436.65 5040.88 -0.04 0.00 -1.06 3610.13
97 -436.65 5049.98 0.04 0.00 1.23 -3628.34
205 1 139 22.41 1980.90 -0.05 0.00 -0.65 1245.04
140 -22.41 1980.90 0.05 0.00 0.84 -1245.04
2 139 28.78 2467.50 0.00 0.00 -0.07 1755.88
140 -28.78 2467.50 0.00 0.00 0.07 -1755.88
3 139 51.19 4448.40 -0.05 0.00 -0.73 3000.92
140 -51.19 4448.39 0.05 0.00 0.91 -3000.91
206 1 42 267.86 2500.30 -0.12 0.00 -0.87 1715.39
43 -267.86 2500.32 0.12 0.00 1.34 -1715.43

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

2 0.50 -378.26 -0.21 -1.96 -2263.39
3 0.50 -842.26 -0.16 -2.62 -4646.65
13 1 0.50 548.69 1.35 1.11 -181.21
2 0.50 399.25 7.39 1.41 -54.58
3 0.50 947.93 8.73 2.52 -235.79
14 1 0.50 -68.30 -0.42 0.26 -363.02
2 0.50 -106.99 2.21 0.72 -712.34
3 0.50 -175.28 1.79 0.98 -1075.36
15 1 0.50 -3.67 -4.58 -0.27 -247.00
2 0.50 -52.09 1.00 -0.02 -438.23
3 0.50 -55.76 -3.58 -0.29 -685.23
16 1 0.50 0.02 -0.02 -0.80 -521.32
2 0.50 0.00 0.00 -0.04 -863.56
3 0.50 0.02 -0.02 -0.84 -1384.88
21 1 0.50 -300.04 91.72 51.60 168.46
2 0.50 -263.09 111.64 60.84 147.73
3 0.50 -563.12 203.36 112.45 316.20

24/11/2014
MEMBER FORCES AT INTERMEDIATE SECTIONS

ALL UNITS ARE KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
22 1 0.50 129.75 100.68 56.20 -71.39
2 0.50 121.00 222.07 121.26 -66.61
3 0.50 250.75 322.75 177.46 -138.01
23 1 0.50 -14.52 45.82 25.06 8.68
2 0.50 -39.95 144.33 73.57 22.80
3 0.50 -54.47 190.14 98.62 31.48

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

24/11/2014
MEMBER FORCES AT INTERMEDIATE SECTIONS

ALL UNITS ARE KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
43 1 0.50 -23.05 169.49 96.90 13.01
2 0.50 -18.87 -64.57 -44.54 10.61
3 0.50 -41.91 104.92 52.36 23.62
49 1 0.50 6153.76 5.38 5.12 -8614.33
2 0.50 3966.72 11.39 8.14 -6044.79
3 0.50 10120.48 16.77 13.26 -14659.11
50 1 0.50 1750.46 1.19 0.02 1046.82
2 0.50 1168.49 7.99 -0.67 774.75
3 0.50 2918.94 9.18 -0.65 1821.56
51 1 0.50 -325.70 -1.30 0.72 -1201.40
2 0.50 -210.26 0.78 1.04 -733.74
3 0.50 -535.96 -0.52 1.75 -1935.14
52 1 0.50 -60.87 -4.09 -0.17 -598.61
2 0.50 -36.05 0.32 0.22 -348.36
3 0.50 -96.92 -3.77 0.05 -946.97
53 1 0.50 -0.21 -0.25 -1.02 -1405.14
2 0.50 0.00 0.00 0.11 -857.49
3 0.50 -0.21 -0.25 -0.91 -2262.63
58 1 0.50 -652.23 1.84 1.01 365.00
2 0.50 -429.39 63.54 33.60 240.08
3 0.50 -1081.62 65.38 34.62 605.08
59 1 0.50 492.31 -108.65 -61.02 -272.71
2 0.50 336.04 65.73 33.56 -186.40

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

2 0.50 0.00 0.00 0.11 -858.43
3 0.50 -1.12 -0.57 -0.87 -2264.14
77 1 0.50 -651.10 -1.17 -1.05 365.02
2 0.50 -429.32 -56.90 -33.82 240.01
3 0.50 -1080.42 -58.07 -34.87 605.03
78 1 0.50 493.43 111.10 60.92 -272.68
2 0.50 335.93 -54.76 -33.99 -186.37
3 0.50 829.36 56.34 26.93 -459.05
79 1 0.50 -95.02 100.64 54.57 54.70
2 0.50 -62.22 -50.43 -35.59 35.17
3 0.50 -157.24 50.21 18.98 89.87
80 1 0.50 28.76 98.03 53.95 -14.57
2 0.50 17.34 -50.33 -36.83 -9.34
3 0.50 46.10 47.69 17.12 -23.91
81 1 0.50 -38.22 89.42 51.29 22.40
2 0.50 -25.18 -52.30 -38.26 14.15
3 0.50 -63.39 37.13 13.03 36.54
87 1 0.50 5262.21 -18.14 -22.52 -7604.54
2 0.50 2476.74 -10.43 -15.33 -4578.93
3 0.50 7738.95 -28.57 -37.85 -12183.48
88 1 0.50 2211.53 -0.62 1.91 1707.67
2 0.50 1068.75 7.07 0.59 449.39
3 0.50 3280.28 6.45 2.50 2157.06
89 1 0.50 -387.22 -0.83 0.65 -1344.63
2 0.50 -175.82 1.13 1.14 -1066.92
3 0.50 -563.04 0.30 1.79 -2411.56

24/11/2014