thuyết minh tính toán kết cấu khach san - hang muc lobby
DESCRIPTION
Thuyet minh thiet ke cong trinh khach sanHang muc lobbyTRANSCRIPT
Thuyết minh tính toán kết cấuCông trình: Resort Ana Mandara Ninh bìnhHạng mục: Khu Lobby.
1. TĨNH TẢI: a-Tĩnh tải khu vực sàn LOBBY (sàn BTCT dày 120)
Tên các lớp chiều dày lớp (mm)
(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)
(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)
(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)
(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
19/04/2023
2. HOẠT TẢI:
Phòng chức năngTT 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)
(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.
19/04/2023
226
144
215
12
3820
128
4
11 135
3719
2811510
3
122
3618
46
56
27
2
9 121
35
4526
17
136
551
8 140 116
34
44
16
25
54
647 139
74
43
3315
24
53
63120
32
137
14
4223
7352
62117119
31
41127
72
82
13 92
61
5130
40
71
81
50
143 13860
91
39 118
7029 110
80
49
59111
90
10079
69
123 146
48
58
10989
99
68
7857
10888
134
47
98112
67
77
107
13397
87
124
66
76
106
132
86
9675
65
142
10585
95113
104
125
84
14194
103
13193
83
114
102
130126
129
101
145
Load 1X
Y
Z
So hieu nut
38
17
28
37
153
16
7
57
141
36
27200152
15
6 140
5635
26 47 1631515
14
139
55
46
34
25 202
76
150
13
4 162138 201
54
4524
33 75
149 66
12
3 161137
53
44 173
32
23
74
65148 160136
95
43
5231
22 172
73
64147 159 203
51
42
30
21
94
171
72
63 85146 183158
50
4120
93
84170 205
29 114
62
71
145 157
49
40 182 204
92
83169
70
61156
113
194144 193104181
91
82
48 133
168
69
6039 155
112
103180 19281196
90
167
68
59 123
132111
102179154 191195
89
80166
131
122
110
101
67
58 178 190
88
79165
130
121100
109
177 189
87
78
129
120206
108
99176197 188
86
119
128107
9877 175 187199
127
118
106
97186174 198
126
117
105
18596
125
116
184 115
124 Load 1X
Y
Z
So hieu cau kien
19/04/2023
Load 1X
Y
Z
Tinh tai
Load 2X
Y
Z
Hoat tai
19/04/2023
Bending ZLoad 3 : X
Y
Z
Moment Z
Shear YLoad 3 : X
Y
Z
Luc cat Y
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
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
19/04/2023
MEMBER FORCES AT INTERMEDIATE SECTIONS -------------------------------------- ALL UNITS ARE -- KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
90 1 0.50 -62.85 -4.34 -0.19 -595.76 2 0.50 -99.24 0.30 0.33 -600.94 3 0.50 -162.10 -4.04 0.14 -1196.69
95 1 0.50 -551.94 -125.84 -70.86 310.47 2 0.50 -300.44 -35.34 -22.08 168.15 3 0.50 -852.39 -161.18 -92.95 478.62
96 1 0.50 351.60 -254.32 -143.05 -192.99 2 0.50 171.17 6.88 0.00 -94.65 3 0.50 522.77 -247.44 -143.05 -287.64
97 1 0.50 -61.91 -220.25 -124.58 37.00 2 0.50 -32.16 93.56 44.36 18.40 3 0.50 -94.08 -126.69 -80.22 55.40
98 1 0.50 19.78 -220.72 -124.00 -8.78 2 0.50 10.51 99.78 46.51 -5.55 3 0.50 30.29 -120.94 -77.49 -14.33
99 1 0.50 -20.01 -226.19 -124.97 13.11 2 0.50 -22.41 100.47 46.56 12.60 3 0.50 -42.43 -125.71 -78.41 25.70
105 1 0.50 -456.36 0.66 0.14 -2399.28 2 0.50 -379.94 -0.14 -0.75 -2260.43 3 0.50 -836.29 0.52 -0.61 -4659.71
106 1 0.50 482.44 1.61 0.07 -119.36 2 0.50 431.67 5.27 -0.12 -102.62 3 0.50 914.11 6.88 -0.05 -221.98
107 1 0.50 -104.91 -0.18 0.97 -752.80 2 0.50 -73.38 0.18 1.31 -678.62 3 0.50 -178.29 0.00 2.28 -1431.42
108 1 0.50 12.07 -2.29 -0.21 -602.65 2 0.50 -75.51 0.16 0.26 -442.92 3 0.50 -63.44 -2.13 0.06 -1045.57
113 1 0.50 -299.76 -91.34 -51.80 169.57 2 0.50 -262.57 -106.18 -61.69 147.55 3 0.50 -562.34 -197.51 -113.49 317.11
114 1 0.50 136.98 -102.31 -58.59 -74.17 2 0.50 120.22 -221.08 -127.28 -66.08 3 0.50 257.21 -323.39 -185.87 -140.25
19/04/2023
MEMBER FORCES AT INTERMEDIATE SECTIONS -------------------------------------- ALL UNITS ARE -- KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
115 1 0.50 -26.88 -90.40 -52.43 16.82 2 0.50 -25.53 -237.63 -140.40 14.85 3 0.50 -52.41 -328.03 -192.83 31.68
116 1 0.50 9.97 -95.60 -54.50 -3.96 2 0.50 11.21 -240.28 -143.20 -5.85 3 0.50 21.18 -335.88 -197.70 -9.82
117 1 0.50 -0.76 -101.14 -55.52 1.74 2 0.50 -26.72 -242.22 -144.63 15.03 3 0.50 -27.48 -343.37 -200.14 16.78
123 1 0.50 -306.23 2.66 0.77 -110.98 2 0.50 -569.92 -1.11 -0.03 412.40 3 0.50 -876.15 1.55 0.74 301.42
124 1 0.50 -474.67 4.92 -0.18 304.92 2 0.50 -722.31 -0.09 0.73 285.07 3 0.50 -1196.98 4.83 0.55 590.00
125 1 0.50 -2086.72 3.34 -0.39 -502.62 2 0.50 -742.12 0.25 0.15 303.65 3 0.50 -2828.84 3.59 -0.24 -198.97
129 1 0.50 -759.37 -1.04 -1.18 -797.92 2 0.50 -525.01 -1.67 -1.63 -1029.62 3 0.50 -1284.38 -2.71 -2.81 -1827.54
130 1 0.50 -1079.85 0.37 1.19 -737.88 2 0.50 -758.52 -3.25 1.66 -2248.59 3 0.50 -1838.37 -2.88 2.85 -2986.46
131 1 0.50 1484.68 -9.74 0.14 -349.56 2 0.50 2819.86 -16.74 2.94 -477.06 3 0.50 4304.54 -26.48 3.07 -826.62
132 1 0.50 2475.83 0.52 -0.32 -555.27 2 0.50 3763.82 -9.86 -0.44 -514.79 3 0.50 6239.65 -9.34 -0.76 -1070.06
133 1 0.50 5371.08 3.48 -0.10 -1053.02 2 0.50 3858.30 -2.99 0.05 -533.59 3 0.50 9229.38 0.49 -0.05 -1586.61
139 1 0.50 -320.90 -0.92 0.40 -1588.81 2 0.50 -243.14 -1.66 0.23 -1125.44 3 0.50 -564.04 -2.58 0.63 -2714.24
19/04/2023
MEMBER FORCES AT INTERMEDIATE SECTIONS -------------------------------------- ALL UNITS ARE -- KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
140 1 0.50 -2723.55 1.09 -0.68 -5588.64 2 0.50 -291.74 -0.78 -0.40 -1208.43 3 0.50 -3015.28 0.32 -1.08 -6797.07
141 1 0.50 -2613.79 -0.18 0.43 -5740.13 2 0.50 -27.97 -3.15 0.43 -680.62 3 0.50 -2641.76 -3.33 0.86 -6420.75
142 1 0.50 -2537.28 1.66 0.08 -5613.63 2 0.50 36.18 -0.55 0.03 -586.67 3 0.50 -2501.10 1.11 0.10 -6200.30
143 1 0.50 -2452.00 1.33 0.01 -5518.53 2 0.50 28.84 -0.16 0.05 -618.12 3 0.50 -2423.16 1.17 0.07 -6136.65
149 1 0.50 0.61 -0.03 -0.37 -1702.29 2 0.50 2.63 -1.43 -0.47 -2582.14 3 0.50 3.24 -1.47 -0.84 -4284.43
150 1 0.50 1.90 0.30 -0.06 -2302.86 2 0.50 14.51 -1.87 0.07 -2239.49 3 0.50 16.41 -1.57 0.00 -4542.35
151 1 0.50 -12.50 1.31 -0.09 -2326.48 2 0.50 7.23 -0.42 0.00 -2263.51 3 0.50 -5.28 0.89 -0.09 -4590.00
152 1 0.50 -32.30 1.06 -0.10 -2528.09 2 0.50 5.50 -0.10 0.00 -2385.50 3 0.50 -26.80 0.96 -0.10 -4913.59
158 1 0.50 320.77 0.98 0.44 -1588.42 2 0.50 243.78 -0.59 0.26 -1124.26 3 0.50 564.55 0.40 0.70 -2712.68
159 1 0.50 2722.02 -1.11 -0.64 -5585.36 2 0.50 287.41 -3.16 -0.38 -1197.04 3 0.50 3009.43 -4.27 -1.01 -6782.40
160 1 0.50 2603.04 0.94 0.32 -5723.56 2 0.50 -36.14 -2.63 -0.02 -579.66 3 0.50 2566.90 -1.70 0.30 -6303.22
161 1 0.50 2611.19 2.27 0.18 -5714.33 2 0.50 -47.55 -0.67 -0.04 -553.34 3 0.50 2563.64 1.59 0.13 -6267.68
19/04/2023
MEMBER FORCES AT INTERMEDIATE SECTIONS -------------------------------------- ALL UNITS ARE -- KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
162 1 0.50 2640.39 1.97 0.21 -5778.12 2 0.50 -30.97 -0.15 -0.01 -595.62 3 0.50 2609.42 1.81 0.20 -6373.74
168 1 0.50 760.47 -0.41 -0.58 -799.21 2 0.50 530.42 0.08 -0.36 -1034.24 3 0.50 1290.89 -0.33 -0.94 -1833.45
169 1 0.50 1093.10 -2.85 1.20 -751.30 2 0.50 793.66 -3.88 0.16 -2283.59 3 0.50 1886.75 -6.73 1.35 -3034.89
170 1 0.50 1085.75 -0.78 -0.08 -798.08 2 0.50 640.83 -3.52 -0.37 -2545.37 3 0.50 1726.58 -4.30 -0.45 -3343.46
171 1 0.50 1064.93 1.19 0.32 -811.20 2 0.50 633.59 -0.73 -0.02 -2569.91 3 0.50 1698.52 0.45 0.29 -3381.12
176 1 0.50 -10978.47 -31.04 19.91 -2930.72 2 0.50 -5440.22 -21.85 8.06 -1300.85 3 0.50 -16418.69 -52.89 27.97 -4231.57
177 1 0.50 -11644.37 -9.26 4.90 -4736.64 2 0.50 -7581.06 -4.66 -3.55 -3125.15 3 0.50 -19225.43 -13.92 1.35 -7861.79
178 1 0.50 -2926.02 0.87 -0.97 -5764.80 2 0.50 -458.78 -4.26 -0.14 -2225.68 3 0.50 -3384.81 -3.39 -1.11 -7990.48
179 1 0.50 -11644.22 8.84 -5.89 -4735.88 2 0.50 -7578.24 18.13 -16.99 -3124.73 3 0.50 -19222.46 26.97 -22.87 -7860.61
180 1 0.50 -10982.16 32.64 -18.80 -2925.07 2 0.50 -5445.56 28.00 -22.85 -1287.16 3 0.50 -16427.72 60.64 -41.65 -4212.23
181 1 0.50 2925.33 -0.98 -1.08 -5763.45 2 0.50 456.69 -8.00 -0.91 -2221.26 3 0.50 3382.02 -8.98 -1.99 -7984.71
188 1 0.50 0.21 0.00 0.31 -2009.24 2 0.50 1.33 -1.05 0.34 -2154.14 3 0.50 1.54 -1.05 0.64 -4163.38
19/04/2023
MEMBER FORCES AT INTERMEDIATE SECTIONS -------------------------------------- ALL UNITS ARE -- KG METE
MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z
_
189 1 0.50 439.73 -0.03 -0.39 -2546.04 2 0.50 0.99 -4.24 -0.52 -3483.01 3 0.50 440.72 -4.27 -0.92 -6029.05
191 1 0.50 -2332.41 5.30 -1.50 610.88 2 0.50 -2115.64 -1.26 -3.35 -1101.12 3 0.50 -4448.05 4.04 -4.84 -490.24
192 1 0.50 -2787.56 7.07 -0.02 450.30 2 0.50 -2424.53 0.10 -0.23 -1156.24 3 0.50 -5212.09 7.17 -0.25 -705.95
193 1 0.50 -303.24 -0.51 0.06 -924.93 2 0.50 -352.23 4.07 -0.73 -1269.80 3 0.50 -655.47 3.56 -0.66 -2194.73
194 1 0.50 -3382.22 4.29 0.08 313.01 2 0.50 -2485.57 0.35 -0.23 -1175.42 3 0.50 -5867.79 4.65 -0.15 -862.41
195 1 0.50 68.99 -4.73 -0.17 -473.83 2 0.50 -43.87 0.72 0.19 -619.64 3 0.50 25.12 -4.01 0.01 -1093.47
201 1 0.50 1068.08 0.74 0.27 -825.75 2 0.50 641.10 -0.15 -0.02 -2600.45 3 0.50 1709.18 0.59 0.25 -3426.20
203 1 0.50 -1.22 0.40 -1.29 -686.15 2 0.50 0.00 0.00 0.17 -986.93 3 0.50 -1.22 0.40 -1.12 -1673.08
204 1 0.50 -4.55 -0.04 -1.30 -1473.29 2 0.50 0.00 0.00 0.16 -1440.90 3 0.50 -4.55 -0.04 -1.14 -2914.19
205 1 0.50 0.00 -0.05 -0.75 -1079.86 2 0.50 0.00 0.00 -0.07 -1271.62 3 0.50 0.00 -0.05 -0.82 -2351.47
206 1 0.50 -0.01 -0.12 -1.10 -1364.05 2 0.50 0.00 0.00 0.27 -1221.56 3 0.50 -0.01 -0.12 -0.83 -2585.60
19/04/2023
SUPPORT REACTIONS -UNIT KG METE STRUCTURE TYPE = SPACE -----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
_ 1 1 41.49 1786.66 18.00 20.11 -0.08 -45.24 2 33.74 265.51 -8.84 -2.87 -0.28 -36.78 3 75.24 2052.17 9.16 17.24 -0.36 -82.02 2 1 -4.73 2554.62 -11.57 -13.08 0.37 5.24 2 -8.93 1263.60 3.71 12.03 -0.25 9.83 3 -13.66 3818.22 -7.86 -1.04 0.12 15.06 3 1 -8.24 3668.23 68.31 71.78 0.33 9.01 2 11.52 1296.55 4.08 12.76 -0.04 -12.57 3 3.28 4964.78 72.39 84.54 0.29 -3.56 13 1 300.04 4177.27 91.72 99.73 0.11 -326.60 2 263.09 3128.73 111.64 123.37 0.25 -286.36 3 563.12 7306.00 203.36 223.10 0.36 -612.95 14 1 -129.75 7462.49 100.68 109.91 -0.27 142.69 2 -121.00 6990.99 222.07 245.16 -0.88 133.05 3 -250.75 14453.48 322.75 355.07 -1.15 275.74 15 1 14.52 5637.85 45.82 50.54 0.20 -15.27 2 39.95 6453.55 144.33 164.57 -0.29 -43.12 3 54.47 12091.40 190.14 215.12 -0.09 -58.39 16 1 -1.11 6129.05 94.94 103.36 0.30 1.57 2 -12.02 8636.03 163.48 186.71 0.02 13.47 3 -13.13 14765.08 258.42 290.07 0.32 15.04 17 1 20.02 10730.30 119.28 127.58 0.19 -21.77 2 22.84 9040.01 168.89 192.95 0.01 -24.84 3 42.86 19770.31 288.18 320.53 0.20 -46.61 29 1 554.91 12916.88 126.69 138.12 -0.46 -605.22 2 300.83 8326.87 42.50 47.96 -0.53 -328.05 3 855.74 21243.75 169.19 186.07 -0.99 -933.28 30 1 -348.82 32454.40 257.54 281.57 0.30 382.36 2 -172.15 15671.60 6.75 10.10 -0.08 188.81 3 -520.98 48126.00 264.29 291.67 0.22 571.17 31 1 65.78 18030.40 228.05 249.88 -0.23 -71.14 2 32.96 7857.01 -48.02 -45.49 -0.76 -35.58 3 98.74 25887.42 180.03 204.39 -0.99 -106.72 32 1 -14.91 21388.23 202.67 221.30 0.24 16.77 2 -10.10 9390.56 -63.09 -60.72 -0.13 11.32 3 -25.01 30778.79 139.58 160.58 0.11 28.08 33 1 23.05 22339.77 169.49 182.75 0.20 -25.02 2 18.87 9900.39 -64.57 -62.00 -0.05 -20.52 3 41.91 32240.16 104.92 120.75 0.15 -45.54 47 1 652.23 14985.79 1.84 2.03 -0.22 -711.18 2 429.39 10679.18 63.54 71.24 -0.39 -468.41 3 1081.62 25664.97 65.38 73.27 -0.61 -1179.59 48 1 -492.31 36421.98 -108.65 -118.25 -0.03 539.60 2 -336.04 17128.91 65.73 74.89 -0.27 368.08 3 -828.35 53550.89 -42.92 -43.36 -0.31 907.68 49 1 96.09 22796.61 -96.70 -104.67 -0.03 -103.90 2 62.24 5593.73 72.47 86.39 -0.55 -67.49 3 158.33 28390.34 -24.24 -18.28 -0.58 -171.39
19/04/2023
IV-Tính cốt thép:1-Dầm:
Mem
Sec Q M b h Fa fdai n uct utt
uchon
1 71248.3
4 190.13 22 40 0.40.28
3 2 15111
8 15
1 0.5 -286.67 -803.21 22 40 0.810.28
3 2 30212
08 30
1 81821.6
7
-1193.4
6 22 40 1.210.28
3 2 15 525 15
2 81612.5
41161.5
1 22 40 1.180.28
3 2 15 670 15
2 0.5 77.54 -469.19 22 40 0.470.28
3 2 30289879 30
2 91457.4
7 -890.12 22 40 0.90.28
3 2 15 820 15
3 91140.1
7 847.48 22 40 0.860.28
3 2 15134
1 15
3 0.5 0.02 -495.21 22 40 0.50.28
3 2 304E+
12 30
3 101140.1
2 -847.39 22 40 0.860.28
3 2 15134
1 15
1214
34319.1
2 971.98 22 40 0.980.28
3 2 15 93 15
12 0.5 -842.26
-4646.6
5 22 40 5.130.28
3 2 30245
7 30
1212
76003.6
4
-5014.8
2 22 40 5.590.28
3 2 15 48 15
1312
74019.3
14716.1
6 22 40 5.210.28
3 2 15 108 15
13 0.5 947.93 -235.79 22 40 0.40.28
3 2 30194
0 30
13 232123.4
5 -1398.4 22 40 1.430.28
3 2 15 387 15
14 23 2170.11060.3
4 22 40 1.070.28
3 2 15 370 15
14 0.5 -175.28
-1075.3
6 22 40 1.090.28
3 2 30567
29 30
14 242520.6
6
-1673.8
3 22 40 1.720.28
3 2 15 274 15
15 242289.6
21659.6
4 22 40 1.70.28
3 2 15 332 15
15 0.5 -55.76 -685.23 22 40 0.690.28
3 2 30560560 30
15 252401.1
4
-1854.7
9 22 40 1.910.28
3 2 15 302 15
16 252792.7
91896.4
6 22 40 1.960.28
3 2 15 223 15
16 0.5 0.02
-1384.8
8 22 40 1.410.28
3 2 304E+
12 3016 26 2792.7
5-
1896.322 40 1.96 0.28
32 15 223 15
19/04/2023
7
3112
311413.
591993.9
1 55 40 2.010.28
3 3 15 50 15
31 0.5 7745.2
-12184.
96 55 4013.5
30.28
3 3 30 109 30
3111
1
-2246.2
119118.
61 55 4023.1
90.28
3 2 15 864 15
32 397177.9
912297.
38 22 5012.0
40.28
3 2 17 53 17
32 0.53251.4
82174.7
5 22 50 1.780.28
3 2 38 258 38
32 40 675.02 -917.19 22 50 0.740.28
3 2 17597
7 17
33 403186.8
8 879.06 22 50 0.710.28
3 2 17 268 17
33 0.5 -570.12
-2287.3
9 22 50 1.870.28
3 2 38837
8 38
33 414327.1
3
-2874.4
8 22 50 2.370.28
3 2 17 145 17
34 413630.0
32829.9
2 22 50 2.330.28
3 2 17 207 17
34 0.5 -126.98
-1112.0
3 22 50 0.90.28
3 2 38168895 38
34 423883.9
8
-3274.3
4 22 50 2.710.28
3 2 17 181 17
4912
413592.
252559.9
4 55 40 2.590.28
3 3 15 35 15
49 0.510120.
48
-14659.
11 55 4016.7
50.28
3 3 30 64 30
4911
2
-6648.7
125777.
4 55 4035.4
40.28
3 2 15 99 15
50 57 6008.710415.
71 22 4014.4
10.28
3 2 15 48 15
50 0.52918.9
41821.5
6 22 40 1.880.28
3 2 30 205 30
50 58 170.81 -199.41 22 40 0.40.28
3 2 15597
37 15
51 582553.7
9 612.92 22 40 0.620.28
3 2 15 267 15
51 0.5 -535.96
-1935.1
4 22 40 20.28
3 2 30606
7 30
51 593625.7
2 -2488.8 22 40 2.60.28
3 2 15 133 15
52 592992.8
42369.4
3 22 40 2.470.28
3 2 15 195 15
52 0.5 -96.92 -946.97 22 40 0.960.28
3 2 30185541 30
52 603186.6
7
-2708.6
4 22 40 2.850.28
3 2 15 172 15
53 603968.9
42874.0
9 22 40 3.030.28
3 2 15 111 1553 0.5 -0.21 -
2262.622 40 2.35 0.28
32 30 4E+
1030
19/04/2023
3
53 613969.3
5
-2874.9
3 22 40 3.030.28
3 2 15 111 15
6812
513589.
982557.7
7 55 40 2.590.28
3 3 15 35 15
68 0.510118.
22
-14658.
11 55 4016.7
40.28
3 3 30 64 30
6811
3
-6646.4
525773.
23 55 4035.4
30.28
3 2 15 99 15
69 756006.1
610411.
09 22 40 14.40.28
3 2 15 48 15
69 0.5 2916.41821.3
8 22 40 1.880.28
3 2 30 205 30
69 76 173.35 -203.68 22 40 0.40.28
3 2 15579
99 15
70 762555.5
7 617 22 40 0.620.28
3 2 15 267 15
70 0.5 -534.18
-1934.1
8 22 40 20.28
3 2 30610
8 30
70 773623.9
4
-2486.6
5 22 40 2.60.28
3 2 15 133 15
71 772992.6
22369.2
1 22 40 2.470.28
3 2 15 195 15
71 0.5 -97.13 -946.82 22 40 0.960.28
3 2 30184740 30
71 783186.8
9
-2709.1
7 22 40 2.850.28
3 2 15 172 15
72 783968.0
22870.7
6 22 40 3.030.28
3 2 15 111 15
72 0.5 -1.12
-2264.1
4 22 40 2.360.28
3 2 301E+
09 30
72 793970.2
7
-2875.2
5 22 40 3.030.28
3 2 15 111 15
8712
611407.
341986.6
5 55 40 20.28
3 3 15 50 15
87 0.57738.9
5
-12183.
48 55 4013.5
20.28
3 3 30 109 30
8711
4
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619108.
38 55 4023.1
80.28
3 2 15 868 15
88 937206.7
912330.
09 22 5012.0
80.28
3 2 17 52 17
88 0.53280.2
82157.0
6 22 50 1.760.28
3 2 38 253 38
88 94 646.22 -849.1 22 50 0.680.28
3 2 17652
1 17
89 943363.4
61035.6
6 22 50 0.830.28
3 2 17 241 17
89 0.5 -563.04
-2411.5
6 22 50 1.980.28
3 2 38859
0 38
89 954489.5
5 -3006.3 22 50 2.480.28
3 2 17 135 1790 95 3764.4 2952.1 22 50 2.44 0.28 2 17 192 17
19/04/2023
1 7 3
90 0.5 -162.1
-1196.6
9 22 50 0.960.28
3 2 38103639 38
90 964088.6
1
-3519.5
2 22 50 2.930.28
3 2 17 163 17
10514
54325.0
9 973.25 22 40 0.980.28
3 2 15 93 15
105 0.5 -836.29
-4659.7
1 22 40 5.140.28
3 2 30249
2 30
10512
95997.6
7
-4987.4
5 22 40 5.550.28
3 2 15 48 15
10612
93985.4
94670.7
8 22 40 5.160.28
3 2 15 110 15
106 0.5 914.11 -221.98 22 40 0.40.28
3 2 30208
6 30
10613
02157.2
7 -1471.4 22 40 1.50.28
3 2 15 375 15
10713
02893.0
91549.6
4 22 40 1.590.28
3 2 15 208 15
107 0.5 -178.29
-1431.4
2 22 40 1.460.28
3 2 30548
29 30
10713
13249.6
7
-2173.6
4 22 40 2.260.28
3 2 15 165 15
10813
13007.9
42136.4
7 22 40 2.220.28
3 2 15 193 15
108 0.5 -63.44
-1045.5
7 22 40 1.060.28
3 2 30433053 30
10814
13134.8
2
-2358.5
2 22 40 2.460.28
3 2 15 177 15
123 7 381.71 31.84 22 40 0.40.28
3 2 15119
62 15
123 0.5 -569.92 412.4 22 40 0.410.28
3 2 30536
6 30
123 232134.0
1
-2660.2
9 22 40 2.790.28
3 2 15 383 15
124 8 -38.12 -133.83 22 40 0.40.28
3 2 151E+
06 15
124 0.5
-1196.9
8 590 22 40 0.590.28
3 2 30121
6 30
124 242355.8
4
-3457.1
1 22 40 3.70.28
3 2 15 314 15
125 91945.0
2 244.42 22 40 0.40.28
3 2 15 461 15
125 0.5
-2086.7
2 -502.62 22 40 0.50.28
3 2 30 400 30
125 25 3987.7
-5115.9
3 22 40 5.720.28
3 2 15 110 15
12914
32564.7
6 356.85 22 40 0.40.28
3 2 15 265 15129 0.5 - - 22 40 1.88 0.28 2 30 105 30
19/04/2023
1284.38
1827.54 3 7
12912
35133.5
3
-5494.3
8 22 40 6.210.28
3 2 15 66 15
13012
74008.4
1 952.73 22 40 0.960.28
3 2 15 108 15
130 0.5
-1838.3
7
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6 22 40 3.160.28
3 2 30 516 30
130 397685.1
4
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9 22 4010.3
40.50
3 2 15 52 15
131 235241.7
32848.5
8 22 40 30.28
3 2 15 63 15
131 0.54304.5
4 -826.62 22 40 0.830.28
3 2 30 94 30
13111
9
-2604.6
13417.5
5 22 40 3.650.28
3 2 15 257 15
132 247176.8
34056.4
6 22 40 4.410.28
3 2 15 34 15
132 0.56239.6
5
-1070.0
6 22 40 1.080.28
3 2 30 45 30
13212
0
-5302.4
75303.0
1 22 40 5.960.28
3 2 15 62 15
133 2510166.
565782.2
1 22 40 6.590.50
3 2 15 30 15
133 0.59229.3
8
-1586.6
1 22 40 1.630.50
3 2 30 36 30
13313
9 -4677.26254.3
6 22 40 7.230.28
3 2 15 80 15
13912
34274.5
22964.8
1 22 40 3.130.28
3 2 15 95 15
139 0.5 -564.04
-2714.2
4 22 40 2.850.28
3 2 30547
8 30
13912
45402.5
9
-5785.0
1 22 40 6.590.28
3 2 15 60 15
140 398699.6
46162.8
7 22 50 5.340.50
3 2 17 64 17
140 0.5
-3015.2
8
-6797.0
7 22 50 5.950.28
3 2 38 300 38
140 57 8945.2
-9669.2
8 22 50 8.930.50
3 2 17 60 17
141 408852.2
87469.6
5 22 50 6.620.50
3 2 17 62 17
141 0.5
-2641.7
6
-6420.7
5 22 50 5.590.28
3 2 38 390 38
141 58 8350.8
-9108.4
5 22 50 8.320.50
3 2 17 69 17
142 418992.9
58041.7
6 22 50 7.20.50
3 2 17 60 17
142 0.5 -2501.1 -6200.3 22 50 5.370.28
3 2 38 435 38
19/04/2023
142 598210.1
5
-8977.2
6 22 50 8.170.50
3 2 17 72 17
143 429207.7
58599.0
8 22 50 7.770.50
3 2 17 57 17
143 0.5
-2423.1
6
-6136.6
5 22 50 5.310.28
3 2 38 464 38
143 608269.0
8
-9144.9
1 22 50 8.350.50
3 2 17 71 17
149 577523.0
29025.5
4 22 50 8.230.50
3 2 17 86 17
149 0.5 3.24
-4284.4
3 22 50 3.60.28
3 2 383E+
08 38
149 757516.5
4
-9006.1
2 22 50 8.210.50
3 2 17 86 17
150 587403.8
29047.1
9 22 50 8.250.28
3 2 17 50 17
150 0.5 16.41
-4542.3
5 22 50 3.840.28
3 2 381E+
07 38
150 767370.9
9 -8948.7 22 50 8.140.28
3 2 17 50 17
151 597382.1
38934.4
8 22 50 8.130.28
3 2 17 50 17
151 0.5 -5.28 -4590 22 50 3.880.28
3 2 381E+
08 38
151 777392.6
8
-8966.1
2 22 50 8.160.28
3 2 17 50 17
152 607606.9
79146.2
5 22 50 8.360.50
3 2 17 84 17
152 0.5 -26.8
-4913.5
9 22 50 4.170.28
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