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KIỂM TRA BỀN CHO CỘT KHUNG ĐỠ VÌ KÈO TRONG BIỆN PHÁP
THI CÔNG / ERECTION METHOD: STRENGTH TEST FOR THE
TEMPORARY SUPPORTING FRAMED COLUMN OF TRUSS
Các khung cột đỡ kèo có kết cấu tương tự nhau, do đó lựa chọn cột chịu tải trọng lớn nhất để kiểm tra.
Nếu cột chịu tải trọng lớn nhất đủ bền, các cột chịu tải nhỏ hơn cũng đủ bền.
All the temporary supporting framed columns for trusses have a similar structure. Therefore, one of
those columns which has the biggest bearing capacity will be selected for test, and if it has satisfied strength
the other smaller supporting framed columns will also have satisfied bearing strengths.
Theo tải trọng lượng các kèo đã có, cột trên trục F đỡ hệ kèo trên trục W02, E02 chiu tải trọng lớn nhất.
Tiến hành kiểm tra bền cho cột trên (cột đỡ tính toán như hình dưới).
Based on the known available loads of the trusses, the temporary supporting framed columns in the axis
F supporting the truss segments (modules) of the axes W02 and E02 will bear the biggest loads. So the
strengths of these columns will be tested (supporting framed columns will be calculated as below figure).
Analytical model
Support Beam
H150x100x4.5x6
(Highlight:purple)
Post
HW150x150x7x10
(Highlight: yellow)
Bracing
L70x7
(Highlight: blue)
Plan
Elevation
Section 1-1Section 1-1
11
1. Tải trọng tính toán. Load calculation
Theo số liệu trên bản vẽ mặt bằng lắp dựng kết cấu thép, tĩnh tải tác dụng lên cột chống: / Based on the
data of the steel structure erection plan, a load to be borne by each supporting framed column will be
calculated as follows:
+ hai kèo đặt trực tiếp lên cột tính toán có khối lượng lần lượt là 17,14 Ton (tương đương 171,4 kN),
và 18,27 Ton (tương đương 182,7 kN). / Two adjacient segments (2 Modules) which are resting on one
framed column with calculated weights as 17.14 Ton (equivalent to 171.4 kN) and 18.27 Ton (equivalent to
182.7 kN).
+ Hệ thống kết cấu phụ là 30 Ton (tương đương 300kN). / The weight of the auxiliary structure is 30
Ton (equivalent to 300 kN).
Tải trọng tiêu chuẩn tác dụng lên cột khung tính toán: / The theoretical load to be borne by one framed
column will be calculated as follows:
Gtc = (171,4 + 182,7)/2+300 = 477,05 kN
Tải trọng tính toán lên cột khung: / The calculated load on the framed column is:
Gtt = Gtc x ϒ = 477,05 x 1,05 = 501,375 kN
Trong đó: / Among this:
Gtt : Tải trọng tính toán, kN. / Gtt : calculated load, kN.
Gtc : Tải trọng tiêu chuẩn, kN. / Gtc: theoretical load, kN
ϒ : hệ số tin cậy lấy bằng 1,05 , theo TCVN 2737-1995. / ϒ : a factor is 1.05 according to TCVN
2737-1995.
Theo biện pháp lắp dựng, vì kèo được đặt giá đỡ cột thép như hình vẽ dưới: / Based on the erection
method drawings, the truss segments (modules) will be supported by the steel framed columns as following
figure:
Trọng lượng của hệ kèo phấn bố đều lên 05 cột chống phía trên, sau đó truyền qua các dẫm đỡ (support beam), truyền xuống cột khung và móng.
The weight of the truss will be equally distributed on to 05 upper auxiliary posts at the column heads; then transferred on to the support beams, the framed columns, the column footings and the foundations.
Tải trọng phân bố tác dụng lên 05 cột chống phía trên: / The load is distributed on to 05 upper auxiliary posts:
P = Gtt/5 = 501,375/5 = 100,275
Trong đó: / Among this:
Gtt : Tải trọng tính toán, 501,375 kN. / Gtt : calculated load, 501,375 kN.
2. Tính toán nội lực. / Calculation of the internal force:
Sử dụng phần mềm SAP2000 tính toán nội lực cho cột khung trên: / A software SAP2000 will be used
for calculation of the internal force for upper auxiliary posts:
SƠ ĐỒ KHUNG TÍNH TOÁN / CALCULATION OF FRAME DRAWING:
Standard Unit size:
1500x1500x2000
Post: HW150X150x7x10
GÁN LỰC / FORCE APPLICATION
SƠ ĐỒ CHIA THANH RA CÁC ĐOẠN / DESIGNATION DRAWING OF THE BAR ELEMENTS
(DETAILS)
Bảng nội lực thanh: / Table of the bar internal force:
TABLE: Elemen
t interna
l Forces
- Frames
Frame Station
OutputCase
CaseType P V2 V3 T M2 M3
Frame
Elem
Elem Statio
n
Text m Text Text KN KN KN KN-m
KN-m KN-m Text m
1 0.000 TT LinStatic 2.351 25.9470-
0.2200
0-
0.022
2.596 1-1 0.000
1 0.200 TT LinStatic 2.351 25.9760-
0.2200
0 0.022
-2.597 1-1 0.200
1 0.200 TT LinStatic 44.511 4.4130-
0.0015
0-
0.001
3.136 1-2 0.000
1 0.667 TT LinStatic 44.511 4.4800-
0.0015
0 0.000 1.061 1-2 0.467
1 1.133 TT LinStatic 44.511 4.5470-
0.0015
0 0.000
-1.045 1-2 0.933
1 1.600 TT LinStatic 44.511 4.6130-
0.0015
0 0.001
-3.183 1-2 1.400
1 1.600 TT LinStatic 43.684 30.2710-
0.1470
0-
0.048
9.848 1-3 0.000
1 1.925 TT LinStatic 43.684 30.3170-
0.1470
0 0.000 0.003 1-3 0.325
1 2.250 TT LinStatic 43.684 30.3640-
0.1470
0 0.048
-9.858 1-3 0.650
1 2.250 TT LinStatic 32.231 1.9890 0.0890 0 0.03
3 0.759 1-4 0.000
1 2.625 TT LinStatic 32.231 2.0420 0.0890 0 0.00
0 0.003 1-4 0.375
1 3.000 TT LinStatic 32.231 2.0960 0.089 0 - - 1-4 0.750
0 0.033 0.773
1 3.000 TT LinStatic 33.157 -1.0900-
0.0480
0-
0.018
-0.395 1-5 0.000
1 3.375 TT LinStatic 33.157 -1.0360-
0.0480
0 0.000 0.003 1-5 0.375
1 3.750 TT LinStatic 33.157 -0.9830-
0.0480
0 0.018 0.382 1-5 0.750
1 3.750 TT LinStatic 43.611 -30.4150 0.0620 0 0.02
0-
9.875 1-6 0.000
1 4.075 TT LinStatic 43.611 -30.3680 0.0620 0 0.00
0 0.003 1-6 0.325
1 4.400 TT LinStatic 43.611 -30.3220 0.0620 0-
0.020
9.865 1-6 0.650
1 4.400 TT LinStatic 44.288 -4.5260-
0.0006
0 0.000
-3.122 1-7 0.000
1 4.867 TT LinStatic 44.288 -4.4600-
0.0006
0 0.000
-1.025 1-7 0.467
1 5.333 TT LinStatic 44.288 -4.3930-
0.0006
0 0.000 1.041 1-7 0.933
1 5.800 TT LinStatic 44.288 -4.3260-
0.0006
0 0.000 3.075 1-7 1.400
1 5.800 TT LinStatic 2.454 -25.6560 0.2160 0 0.02
2-
2.565 1-8 0.000
1 6.000 TT LinStatic 2.454 -25.6270 0.2160 0
-0.02
22.564 1-8 0.200
2 0.000 TT LinStatic -0.216 -25.6270 2.4540 0 0.61
4-
6.401 2-1 0.000
2 0.500 TT LinStatic -0.216 -25.5560 2.4540 0
-0.61
46.395 2-1 0.500
2 0.500 TT LinStatic 2.984 0.1610 0.0520 0 0.01
3 0.046 2-2 0.000
2 1.000 TT LinStatic 2.984 0.2320 0.0520 0
-0.01
3
-0.052 2-2 0.500
2 1.000 TT LinStatic -0.221 26.0070 -2.356
0 -0.58
6.508 2-3 0.000
0 9
2 1.500 TT LinStatic -0.221 26.0790-
2.3560
0 0.589
-6.514 2-3 0.500
3 0.000 TT LinStatic 2.356 26.0790-
0.2210
0-
0.022
2.609 3-1 0.000
3 0.200 TT LinStatic 2.356 26.1070-
0.2210
0 0.022
-2.610 3-1 0.200
3 0.200 TT LinStatic 45.001 4.2740-
0.0016
0-
0.001
3.038 3-2 0.000
3 0.667 TT LinStatic 45.001 4.3400-
0.0016
0 0.000 1.028 3-2 0.467
3 1.133 TT LinStatic 45.001 4.4070-
0.0016
0 0.000
-1.013 3-2 0.933
3 1.600 TT LinStatic 45.001 4.4740-
0.0016
0 0.001
-3.085 3-2 1.400
3 1.600 TT LinStatic 44.291 30.3480-
0.0680
0-
0.022
9.873 3-3 0.000
3 1.925 TT LinStatic 44.291 30.3940-
0.0680
0 0.000 0.003 3-3 0.325
3 2.250 TT LinStatic 44.291 30.4410-
0.0680
0 0.022
-9.883 3-3 0.650
3 2.250 TT LinStatic 32.69 1.0430 0.0370 0 0.01
4 0.405 3-4 0.000
3 2.625 TT LinStatic 32.69 1.0970 0.0370 0 0.00
0 0.003 3-4 0.375
3 3.000 TT LinStatic 32.69 1.1510 0.0370 0
-0.01
4
-0.418 3-4 0.750
3 3.000 TT LinStatic 32.716 -2.0690-
0.1010
0-
0.038
-0.762 3-5 0.000
3 3.375 TT LinStatic 32.716 -2.0150-
0.1010
0 0.000 0.003 3-5 0.375
3 3.750 TT LinStatic 32.716 -1.9610-
0.1010
0 0.038 0.749 3-5 0.750
3 3.750 TT LinStatic 43.129 -30.5130 0.1390 0 0.04
5-
9.907 3-6 0.000
3 4.075 TT LinStatic 43.129 -30.4660 0.1390 0 0.00
0 0.003 3-6 0.325
3 4.400 TT LinStatic 43.129 -30.4200 0.1390 0
-0.04
59.897 3-6 0.650
3 4.400 TT LinStatic 43.925 -4.6850-
0.0002
0 0.000
-3.233 3-7 0.000
3 4.867 TT LinStatic 43.925 -4.6190-
0.0002
0 0.000
-1.062 3-7 0.467
3 5.333 TT LinStatic 43.925 -4.5520-
0.0002
0 0.000 1.078 3-7 0.933
3 5.800 TT LinStatic 43.925 -4.4850-
0.0002
0 0.000 3.186 3-7 1.400
3 5.800 TT LinStatic 2.44 -25.6140 0.2160 0 0.02
2-
2.561 3-8 0.000
3 6.000 TT LinStatic 2.44 -25.5850 0.2160 0
-0.02
22.560 3-8 0.200
4 0.000 TT LinStatic -0.216 -25.5850 2.4400 0 0.61
0-
6.390 4-1 0.000
4 0.500 TT LinStatic -0.216 -25.5140 2.4400 0
-0.61
06.385 4-1 0.500
4 0.500 TT LinStatic 2.974 0.1220 0.0470 0 0.01
2 0.036 4-2 0.000
4 1.000 TT LinStatic 2.974 0.1930 0.0470 0
-0.01
2
-0.042 4-2 0.500
4 1.000 TT LinStatic -0.22 25.8760-
2.3510
0-
0.588
6.475 4-3 0.000
4 1.500 TT LinStatic -0.22 25.9470-
2.3510
0 0.588
-6.481 4-3 0.500
5 0.000 TT LinStatic -7.967 -12.5980-
1.3500
0-
0.506
-4.695 5-1 0.000
5 0.375 TT LinStatic -7.967 -12.4830-
1.3500
0 0.000 0.007 5-1 0.375
5 0.750 TT LinStatic -7.967 -12.3680 - 0 0.50 4.667 5-1 0.750
1.3500 6
5 0.750 TT LinStatic -8.961 12.5560 1.4880 0 0.55
8 4.737 5-2 0.000
5 1.125 TT LinStatic -8.961 12.6710 1.4880 0 0.00
0 0.007 5-2 0.375
5 1.500 TT LinStatic -8.961 12.7860 1.4880 0
-0.55
8
-4.766 5-2 0.750
6 0.000 TT LinStatic -9.195 -5.9700 0.4100 0 0.15
4-
2.225 6-1 0.000
6 0.375 TT LinStatic -9.195 -5.9160 0.4100 0 0.00
0 0.003 6-1 0.375
6 0.750 TT LinStatic -9.195 -5.8620 0.4100 0
-0.15
42.212 6-1 0.750
6 0.750 TT LinStatic -8.139 6.0490-
0.3840
0-
0.144
2.282 6-2 0.000
6 1.125 TT LinStatic -8.139 6.1020-
0.3840
0 0.000 0.003 6-2 0.375
6 1.500 TT LinStatic -8.139 6.1560-
0.3840
0 0.144
-2.295 6-2 0.750
7 0.000 TT LinStatic 11.515 -6.0530-
0.0910
0-
0.048
-3.183 7-1 0.000
7 0.354 TT LinStatic 11.515 -6.0020-
0.0910
0-
0.016
-1.052 7-1 0.354
7 0.707 TT LinStatic 11.515 -5.9520-
0.0910
0 0.016 1.061 7-1 0.707
7 1.061 TT LinStatic 11.515 -5.9010-
0.0910
0 0.048 3.156 7-1 1.061
7 1.061 TT LinStatic 15.083 -1.0910-
0.3560
0-
0.063
-0.190 7-2 0.000
7 1.414 TT LinStatic 15.083 -1.0400-
0.3560
0 0.063 0.187 7-2 0.354
7 1.414 TT LinStatic 12.275 14.9970-
0.3650
0-
0.129
5.314 7-3 0.000
7 1.768 TT LinStatic 12.275 15.0480 - 0 0.00 0.003 7-3 0.354
0.3650 0
7 2.121 TT LinStatic 12.275 15.0990-
0.3650
0 0.129
-5.326 7-3 0.707
8 0.000 TT LinStatic 13.168 -6.0950 0.0950 0 0.05
0-
3.206 8-1 0.000
8 0.354 TT LinStatic 13.168 -6.0450 0.0950 0 0.01
7-
1.060 8-1 0.354
8 0.707 TT LinStatic 13.168 -5.9940 0.0950 0
-0.01
71.069 8-1 0.707
8 1.061 TT LinStatic 13.168 -5.9440 0.0950 0
-0.05
03.179 8-1 1.061
8 1.061 TT LinStatic 16.762 -1.2330 0.3660 0 0.06
5-
0.215 8-2 0.000
8 1.414 TT LinStatic 16.762 -1.1820 0.3660 0
-0.06
50.212 8-2 0.354
8 1.414 TT LinStatic 13.959 14.8240 0.3750 0 0.13
3 5.253 8-3 0.000
8 1.768 TT LinStatic 13.959 14.8750 0.3750 0 0.00
0 0.003 8-3 0.354
8 2.121 TT LinStatic 13.959 14.9250 0.3750 0
-0.13
3
-5.265 8-3 0.707
9 0.000 TT LinStatic -0.128 -14.8500 0.0630 0 0.02
4-
5.556 9-1 0.000
9 0.375 TT LinStatic -0.128 -14.7970 0.0630 0 0.00
0 0.003 9-1 0.375
9 0.750 TT LinStatic -0.128 -14.7430 0.0630 0
-0.02
45.542 9-1 0.750
9 0.750 TT LinStatic -0.126 14.9020-
0.0320
0-
0.012
5.602 9-2 0.000
9 1.125 TT LinStatic -0.126 14.9560-
0.0320
0 0.000 0.003 9-2 0.375
9 1.500 TT LinStatic -0.126 15.0090-
0.0320
0 0.012
-5.615 9-2 0.750
10 0.000 TT LinStatic 2.66 -23.3480-
0.0270
0-
0.005
-4.624 10-1 0.000
10 0.396 TT LinStatic 2.66 -23.2910 - 0 0.00 4.620 10-1 0.396
0.0270 5
10 0.396 TT LinStatic 6.402 -2.0840-
0.0260
0-
0.005
-0.366 10-2 0.000
10 0.750 TT LinStatic 6.402 -2.0330-
0.0260
0 0.005 0.363 10-2 0.354
10 0.750 TT LinStatic 1.076 6.7850-
0.0120
0-
0.004
2.558 10-3 0.000
10 1.125 TT LinStatic 1.076 6.8380-
0.0120
0 0.000 0.003 10-3 0.375
10 1.500 TT LinStatic 1.076 6.8920-
0.0120
0 0.004
-2.571 10-3 0.750
11 0.000 TT LinStatic -0.146 -25.6570 0.8270 0 0.31
0-
9.608 11-1 0.000
11 0.375 TT LinStatic -0.146 -25.6040 0.8270 0 0.00
0 0.003 11-1 0.375
11 0.750 TT LinStatic -0.146 -25.5500 0.8270 0
-0.31
09.595 11-1 0.750
11 0.750 TT LinStatic -0.139 25.6270-
0.7960
0-
0.298
9.624 11-2 0.000
11 1.125 TT LinStatic -0.139 25.6810-
0.7960
0 0.000 0.003 11-2 0.375
11 1.500 TT LinStatic -0.139 25.7350-
0.7960
0 0.298
-9.637 11-2 0.750
12 0.000 TT LinStatic 0.222 -21.2860 1.7640 0 0.66
2-
7.969 12-1 0.000
12 0.375 TT LinStatic 0.222 -21.2320 1.7640 0 0.00
0 0.003 12-1 0.375
12 0.750 TT LinStatic 0.222 -21.1790 1.7640 0
-0.66
27.955 12-1 0.750
12 0.750 TT LinStatic 0.216 20.9130-
1.7200
0-
0.645
7.856 12-2 0.000
12 1.125 TT LinStatic 0.216 20.9670-
1.7200
0 0.000 0.003 12-2 0.375
12 1.500 TT LinStatic 0.216 21.0200 - 0 0.64 - 12-2 0.750
1.7200 5 7.869
13 0.000 TT LinStatic -0.063 -25.7950-
0.6770
0-
0.254
-9.660 13-1 0.000
13 0.375 TT LinStatic -0.063 -25.7420-
0.6770
0 0.000 0.003 13-1 0.375
13 0.750 TT LinStatic -0.063 -25.6880-
0.6770
0 0.254 9.646 13-1 0.750
13 0.750 TT LinStatic -0.066 25.7670 0.7100 0 0.26
6 9.676 13-2 0.000
13 1.125 TT LinStatic -0.066 25.8210 0.7100 0 0.00
0 0.003 13-2 0.375
13 1.500 TT LinStatic -0.066 25.8740 0.7100 0
-0.26
6
-9.689 13-2 0.750
14 0.000 TT LinStatic 0.216 -21.0530-
1.6140
0-
0.605
-7.882 14-1 0.000
14 0.375 TT LinStatic 0.216 -20.9990-
1.6140
0 0.000 0.003 14-1 0.375
14 0.750 TT LinStatic 0.216 -20.9460-
1.6140
0 0.605 7.868 14-1 0.750
14 0.750 TT LinStatic 0.224 21.2770 1.6620 0 0.62
3 7.992 14-2 0.000
14 1.125 TT LinStatic 0.224 21.3310 1.6620 0 0.00
0 0.003 14-2 0.375
14 1.500 TT LinStatic 0.224 21.3840 1.6620 0
-0.62
3
-8.006 14-2 0.750
15 0.000 TT LinStatic -100.35 0.0000 0.000
0 0 0.000 0.000 15-1 0.000
15 0.200 TT LinStatic -100.31 0.0000 0.000
0 0 0.000 0.000 15-1 0.200
15 0.400 TT LinStatic -100.28 0.0000 0.000
0 0 0.000 0.000 15-1 0.400
16 0.000 TT LinStatic -100.35 0.0000 0.000
0 0 0.000 0.000 16-1 0.000
16 0.200 TT LinStatic -100.31 0.0000 0.000
0 0 0.000 0.000 16-1 0.200
16 0.400 TT LinStatic -100.28 0.0000 0.000
0 0 0.000 0.000 16-1 0.400
17 0.000 TT LinStatic - 0.2130 - 0 - 0.213 17-1 0.000
47.985 0.0020
0.002
17 1.400 TT LinStatic -47.727 0.2130
-0.002
00 0.00
1-
0.085 17-1 1.400
17 2.000 TT LinStatic -47.616 0.2130
-0.002
00 0.00
2-
0.213 17-1 2.000
17 2.000 TT LinStatic -100.42 0.0000 0.000
0 0 0.000 0.000 17-2 0.000
17 2.800 TT LinStatic -100.28 0.0000 0.000
0 0 0.000 0.000 17-2 0.800
18 0.000 TT LinStatic -32.661 1.9420 0.003
0 0 0.003 1.942 18-1 0.000
18 1.400 TT LinStatic -32.404 1.9420 0.003
0 0-
0.001
-0.777 18-1 1.400
18 2.000 TT LinStatic -32.293 1.9420 0.003
0 0-
0.003
-1.942 18-1 2.000
18 2.000 TT LinStatic -100.42 0.0000 0.000
0 0 0.000 0.000 18-2 0.000
18 2.800 TT LinStatic -100.28 0.0000 0.000
0 0 0.000 0.000 18-2 0.800
19 0.000 TT LinStatic -32.546 -1.9690
-0.003
80
-0.00
4
-1.969 19-1 0.000
19 1.400 TT LinStatic -32.288 -1.9690
-0.003
80 0.00
2 0.788 19-1 1.400
19 2.000 TT LinStatic -32.178 -1.9690
-0.003
80 0.00
4 1.969 19-1 2.000
19 2.000 TT LinStatic -100.42 0.0000 0.000
0 0 0.000 0.000 19-2 0.000
19 2.800 TT LinStatic -100.28 0.0000 0.000
0 0 0.000 0.000 19-2 0.800
20 0.000 TT LinStatic -48.082 -0.8980 0.001
5 0 0.002
-0.898 20-1 0.000
20 2.000 TT LinStatic -48.696 -0.8980 0.001
5 0-
0.002
0.898 20-1 2.000
20 2.000 TT LinStatic -125.63 -0.9060 0.537
0 0 0.537
-0.906 20-2 0.000
20 4.000 TT LinStatic -126.24 -0.9060 0.537
0 0-
0.537
0.906 20-2 2.000
20 4.000 TT LinStatic -124.99 1.4690
-0.610
00
-0.61
01.469 20-3 0.000
20 6.000 TT LinStatic -125.6 1.4690-
0.6100
0 0.610
-1.469 20-3 2.000
20 6.000 TT LinStatic -126.6 -1.2770 0.6210 0 0.62
1-
1.277 20-4 0.000
20 8.000 TT LinStatic -127.22 -1.2770 0.621
0 0-
0.621
1.277 20-4 2.000
20 8.000 TT LinStatic -127.49 1.3870
-0.631
00
-0.63
11.387 20-5 0.000
20 10.000 TT LinStatic -128.1 1.3870
-0.631
00 0.63
1-
1.387 20-5 2.000
20 10.000 TT LinStatic -
128.83 -1.4650 0.6210 0 0.62
1-
1.465 20-6 0.000
20 12.000 TT LinStatic -
129.44 -1.4650 0.6210 0
-0.62
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66 1.250 TT LinStatic -3.461 -0.0300 0.0370 0 0.00
0 0.011 66-1 1.250
66 2.500 TT LinStatic -3.387 0.0240 0.0370 0
-0.04
70.015 66-1 2.500
67 0.000 TT LinStatic -2.468 -0.0880 0.0220 0 0.02
7-
0.065 67-1 0.000
67 1.250 TT LinStatic -2.394 -0.0330 0.0220 0 0.00
0 0.011 67-1 1.250
67 2.500 TT LinStatic -2.321 0.0210 0.0220 0
-0.02
70.019 67-1 2.500
68 0.000 TT LinStatic -2.189 -0.0890 0.0200 0 0.02
6-
0.065 68-1 0.000
68 1.250 TT LinStatic -2.116 -0.0340 0.0200 0 0.00
0 0.011 68-1 1.250
68 2.500 TT LinStatic -2.043 0.0210 0.0200 0
-0.02
60.019 68-1 2.500
69 0.000 TT LinStatic -2.162 -0.0880 0.0180 0 0.02
3-
0.064 69-1 0.000
69 1.250 TT LinStatic -2.089 -0.0330 0.0180 0 0.00
0 0.011 69-1 1.250
69 2.500 TT LinStatic -2.016 0.0220 0.0180 0
-0.02
30.019 69-1 2.500
70 0.000 TT LinStatic -2.361 -0.0880 0.0210 0 0.02
6-
0.064 70-1 0.000
70 1.250 TT LinStatic -2.288 -0.0330 0.0210 0 0.00
0 0.011 70-1 1.250
70 2.500 TT LinStatic -2.215 0.0220 0.0210 0
-0.02
60.018 70-1 2.500
71 0.000 TT LinStatic -0.417 -0.0890 0.0170 0 0.02
1-
0.066 71-1 0.000
71 1.250 TT LinStatic -0.344 -0.0350 0.0170 0 0.00
0 0.011 71-1 1.250
71 2.500 TT LinStatic -0.271 0.0200 0.0170 0
-0.02
10.020 71-1 2.500
72 0.000 TT LinStatic -5.047 -0.0850-
0.0250
0-
0.032
-0.061 72-1 0.000
72 1.250 TT LinStatic -4.974 -0.0300-
0.0250
0 0.000 0.011 72-1 1.250
72 2.500 TT LinStatic -4.901 0.0250-
0.0250
0 0.032 0.015 72-1 2.500
73 0.000 TT LinStatic -4.597 -0.0870-
0.0250
0-
0.031
-0.063 73-1 0.000
73 1.250 TT LinStatic -4.524 -0.0320-
0.0250
0 0.000 0.011 73-1 1.250
73 2.500 TT LinStatic -4.451 0.0230-
0.0250
0 0.031 0.017 73-1 2.500
74 0.000 TT LinStatic -4.523 -0.0840-
0.0240
0-
0.030
-0.059 74-1 0.000
74 1.250 TT LinStatic -4.45 -0.0290-
0.0240
0 0.000 0.011 74-1 1.250
74 2.500 TT LinStatic -4.377 0.0260-
0.0240
0 0.030 0.014 74-1 2.500
75 0.000 TT LinStatic -4.857 -0.0870-
0.0260
0-
0.032
-0.063 75-1 0.000
75 1.250 TT LinStatic -4.784 -0.0320-
0.0260
0 0.000 0.011 75-1 1.250
75 2.500 TT LinStatic -4.711 0.0220-
0.0260
0 0.032 0.018 75-1 2.500
76 0.000 TT LinStatic -4.751 -0.0820-
0.0280
0-
0.035
-0.056 76-1 0.000
76 1.250 TT LinStatic -4.678 -0.0270-
0.0280
0 0.000 0.011 76-1 1.250
76 2.500 TT LinStatic -4.605 0.0280-
0.0280
0 0.035 0.011 76-1 2.500
77 0.000 TT LinStatic -1.307 -8.0250-
0.0017
0-
0.001
-4.305 77-1 0.000
77 0.360 TT LinStatic -1.307 -7.9730-
0.0017
0 0.000
-1.426 77-1 0.360
77 0.720 TT LinStatic -1.307 -7.9220 -0.001
0 0.000
1.435 77-1 0.720
7
77 1.080 TT LinStatic -1.307 -7.8710-
0.0017
0 0.001 4.277 77-1 1.080
77 1.080 TT LinStatic 1.543 9.3850-
0.0026
0 0.000 1.505 77-2 0.000
77 1.400 TT LinStatic 1.543 9.4300-
0.0026
0 0.000
-1.507 77-2 0.320
78 0.000 TT LinStatic -1.535 -7.7200-
0.0023
0-
0.001
-4.140 78-1 0.000
78 0.360 TT LinStatic -1.535 -7.6680-
0.0023
0 0.000
-1.371 78-1 0.360
78 0.720 TT LinStatic -1.535 -7.6170-
0.0023
0 0.000 1.380 78-1 0.720
78 1.080 TT LinStatic -1.535 -7.5660-
0.0023
0 0.001 4.112 78-1 1.080
78 1.080 TT LinStatic 1.307 9.6310-
0.0035
0-
0.001
1.544 78-2 0.000
78 1.400 TT LinStatic 1.307 9.6770-
0.0035
0 0.001
-1.547 78-2 0.320
79 0.000 TT LinStatic -25.99 -0.1180 0.1230 0 0.12
4-
0.112 79-1 0.000
79 1.013 TT LinStatic -25.917 -0.1060 0.123
0 0 0.000 0.002 79-1 1.013
79 2.025 TT LinStatic -25.844 -0.0950 0.123
0 0-
0.124
0.104 79-1 2.025
80 0.000 TT LinStatic -25.797 0.0930
-0.124
00
-0.12
50.102 80-1 0.000
80 1.013 TT LinStatic -25.871 0.1050
-0.124
00 0.00
0 0.002 80-1 1.013
80 2.025 TT LinStatic -25.944 0.1170
-0.124
00 0.12
5-
0.110 80-1 2.025
81 0.000 TT LinStatic -17.489 0.0860 0.000
9 0 0.001 0.095 81-1 0.000
81 1.013 TT LinStatic - 0.0980 0.000 0 0.00 0.002 81-1 1.013
17.415 9 0
81 2.025 TT LinStatic -17.342 0.1090 0.000
9 0-
0.001
-0.103 81-1 2.025
82 0.000 TT LinStatic -16.25 -0.0260 0.0092 0 0.00
9-
0.018 82-1 0.000
82 1.016 TT LinStatic -16.177 -0.0130 0.009
2 0 0.000 0.002 82-1 1.016
82 2.031 TT LinStatic -16.104 -0.0003 0.009
2 0-
0.009
0.009 82-1 2.031
83 0.000 TT LinStatic -16.135 0.0010
-0.008
30
-0.00
80.010 83-1 0.000
83 1.016 TT LinStatic -16.208 0.0140
-0.008
30 0.00
0 0.002 83-1 1.016
83 2.031 TT LinStatic -16.281 0.0270
-0.008
30 0.00
8-
0.019 83-1 2.031
84 0.000 TT LinStatic -21.535 -0.0077
-0.000
70
-0.00
10.001 84-1 0.000
84 1.016 TT LinStatic -21.462 0.0052
-0.000
70 0.00
0 0.002 84-1 1.016
84 2.031 TT LinStatic -21.389 0.0180
-0.000
70 0.00
1-
0.010 84-1 2.031
85 0.000 TT LinStatic -26.026 -0.1160
-0.123
00
-0.12
5
-0.109 85-1 0.000
85 1.013 TT LinStatic -25.952 -0.1040
-0.123
00 0.00
0 0.002 85-1 1.013
85 2.025 TT LinStatic -25.879 -0.0920
-0.123
00 0.12
5 0.101 85-1 2.025
86 0.000 TT LinStatic -25.938 0.0940 0.122
0 0 0.123 0.104 86-1 0.000
86 1.013 TT LinStatic -26.011 0.1060 0.122
0 0 0.000 0.002 86-1 1.013
86 2.025 TT LinStatic -26.084 0.1180 0.122
0 0-
0.123
-0.111 86-1 2.025
87 0.000 TT LinStatic -17.43 0.0870 0.0012 0 0.00
1 0.096 87-1 0.000
87 1.013 TT LinStatic -17.357 0.0990 0.001
2 0 0.000 0.002 87-1 1.013
87 2.025 TT LinStatic -17.284 0.1110 0.001
2 0-
0.001
-0.104 87-1 2.025
88 0.000 TT LinStatic -61.362 -0.0033 0.003
7 0 0.005 0.067 88-1 0.000
88 1.432 TT LinStatic -61.435 0.0720 0.003
7 0 0.000 0.018 88-1 1.432
88 2.864 TT LinStatic -61.508 0.1470 0.003
7 0-
0.005
-0.138 88-1 2.864
89 0.000 TT LinStatic -60.505 -0.1480
-0.000
40
-0.00
1
-0.141 89-1 0.000
89 1.432 TT LinStatic -60.432 -0.0730
-0.000
40 0.00
0 0.018 89-1 1.432
89 2.864 TT LinStatic -60.359 0.0015
-0.000
40 0.00
1 0.069 89-1 2.864
90 0.000 TT LinStatic -60.842 -0.1460 0.000
3 0 0.000
-0.137 90-1 0.000
90 1.432 TT LinStatic -60.769 -0.0710 0.000
3 0 0.000 0.018 90-1 1.432
90 2.864 TT LinStatic -60.696 0.0039 0.000
3 0 0.000 0.066 90-1 2.864
91 0.000 TT LinStatic -62.04 -0.1450 0.0043 0 0.00
6-
0.136 91-1 0.000
91 1.432 TT LinStatic -61.967 -0.0700 0.004
3 0 0.000 0.018 91-1 1.432
91 2.864 TT LinStatic -61.894 0.0053 0.004
3 0-
0.006
0.064 91-1 2.864
92 0.000 TT LinStatic 0.316 57.1960 0.0048 0 0.00
218.59
9 92-1 0.000
92 0.325 TT LinStatic 0.316 57.2420 0.0048 0 0.00
0 0.003 92-1 0.325
92 0.650 TT LinStatic 0.316 57.2890 0.0048 0
-0.00
2
-18.60
992-1 0.650
93 0.000 TT LinStatic -0.148 56.6140 0.0011 0 0.00
018.41
0 93-1 0.000
93 0.325 TT LinStatic -0.148 56.6600 0.0011 0 0.00
0 0.003 93-1 0.325
93 0.650 TT LinStatic -0.148 56.7070 0.0011
0 0.000
-18.42
93-1 0.650
0
Kiểm tra bền. / Strength test.
a. Kiểm tra bền cho thanh H150x100x4,5x6 (support beam). / Strength test for bar H150x100x4,5x6 (support beam).
Kiểm tra bền cho thanh dầm H150x100x4,5x6 chứa mặt cắt có các giá trị nội lực đáng kể. Dựa vào bảng nội lực từ phần mềm SAP2000 ở trên ta thấy thanh 1 tại vị trí mặt cắt 2,25m thuộc đoạn 1-3 có giá trị các nội lực đồng thời tương đối đáng kể. Các giá trị nội lực tại mắt cắt: / Strength test for bar H150x100x4,5x6 which is having section (profile) with considerable internal force value. Refer to the table of the internal force from the above software SAP2000, we found that the bar 1 at the position of the section2.25M of the elements 1-3 have considerable simultaneous internal force values. The values of the internal force at the section:
+ Lực kéo P = 43,684 kN / Tensile force P = 43.684 kN+ Lực cắt V2 = 30,364 kN / Shearing force V2 = 30.364 kN+ lực cắt V3 = -0,147 kN / Shearing force V3 = 0.147 kN+ Momen xoắn T = 0 kN.m / Torque moment T = 0 kN/m+ Momen uốn M2 = 0,0478 kN.m / Bending moment M2 = 0.0478 kN/m+ Momen uốn M3 = 9,8582 kN.m / Bending moment M3 = 9.8582 kN/m
Chọn điểm nắm trên đoạn tiếp giáp long và đế trên tiết diện để tiến hành kiểm tra. Tại đây ta có:Ứng suất pháp: / Select a point between the web and the flange for test. There will be: The normal stress:
σ = │PA │+ │
M 2J 2 │x0,225 + │
M 3J 3 │x6,9 kN/cm2
Trong đó: / Among this:
A : Diện tích tiết diện thanh thép bằng 18,21 cm2. / Section area of the steel bar is: 18,21 cm2.
J2: Momen quán tính với trục 2, J2 = 100,105 cm4. / Moment of Inertia about axis 2, J2 = 100,105
cm4.
J3: Momen quán tính với trục 3, J3 = 721 cm4. / Moment of Inertia about axis 3, J3 = 721 cm4.
σ = │43,68418,21 │+ │
4,78100,105│x0,225 + │
985,82721 │x6,9= 11,844 kN/cm2
Ứng suất tiếp: / Tangential stress:
τ = V 2 x ScatJ 3 x lcat =
30,364 x 51,59721 x 0,45 = 4,83 kN/cm2
Kiểm tra bền theo thuyết bền thế năng biến đổi hình dáng: / Strength test by potention strength theory of shape change:
σtđ = √11,8442+3 x 4,832 = 14,5 kN/cm2Như vậy σ = 14,5 kN/cm2 < [σ] = 23,5 kN/cm2. Thanh đủ bền. / Thus σ = 14,5 kN/cm2 < [σ] = 23,5
kN/cm2. The bar has a satisfied strength.b. Kiểm tra bền cho thanh HW150x150x7x10 (chord). / Strength test for bar HW150x150x7x10 (post).
Kiểm tra bền cho thanh dầm H150x150x7x10 chứa mặt cắt có nội lực lớn nhất. Dựa vào bảng nội lực từ phần mềm SAP2000 ở trên ta thấy thanh 22 tại vị trí mặt cắt 12000 thuộc đoạn 2-6 có nội lực lớn nhất. Các giá trị nội lực tại mắt cắt: / Strength test for beam bar H150x150x7x10 having section (profile) with a biggest internal force. Refer to the table of the internal force from the above software SAP2000, we found that the bar22 at the section 12000 of the elements 2-6 have biggest internal force values. The values of the internal forces at the section:
+ Lực nén P = -131,29kN / Compressive force P = -131,29kN + Lực cắt V2 = -1,379 kN / Shearing force V2 = -1,379 kN + lực cắt V3 = 0,645 kN / Shearing force V3 = 0.645 kN + Momen xoắn T = 0 kN.m / Moment Torque moment T = 0 kN.m + Momen uốn M2 = 0,6453kN.m / Bending moment M2 = 0,6453kN.m + Momen uốn M3 = -1,38 kN.m / Bending moment M3 = -1,38 kN.m
Với mặt cắt thanh H150x150x7x10 vị trí có ứng suất lớn nhất là điểm góc ngoài cùng của thanh, tại đó ứng suất pháp lớn nhất, ứng suất tiếp bằng 0, do đó bỏ qua thành phần lực tạo nên ứng suất tiếpV2, V3, T. / For the section (profile) of the bar H150x150x7x10 having a biggest stress at the flange end point where the normal stress is biggest, and the tangential stress is zero, thus the forces which are making the tangential stress V2, V3, T will be excluded.
Ứng suất pháp lớn nhất trến tiết diện thanh: / The biggest tangential stress in the bar section:
σ = │PA │+ │
M 2W 2│ + │
M 3W 3 │ kN/cm2
Trong đó:
A : Diện tích tiết diện thanh thép bằng 39,1 cm2.
W2: Momen kháng uốn, W2 = 75,05 cm3.
W3: Momen kháng uốn, W2 = 213,42 cm3.
Ứng suất pháp lớn nhất trến tiết diện thanh:
σ = -│−131,29
39,1 │- │ 64,5375,05│ - │
138213,42│= -4,864 kN/cm2
Như vậy σ = -4,864 kN/cm2 < [σ] = 23,5 kN/cm2. Thanh đủ bền.
c. Kiểm tra bền cho thanh L70x70x7 (bracing).Kiểm tra bền cho thanh dầm L70x70x7 chứa mặt cắt có nội lực lớn nhất. Dựa vào bảng nội lực từ phần
mềm SAP2000 ở trên ta thấy các thanh L70x70x7 chủ yếu chịu kéo nén đúng tâm, thanh 8 tại vị trí mặt cắt 2,864m có nội lực lớn nhất. Các giá trị nội lực tại mắt cắt:
+ Lực nén P = -61,508 kN+ Lực cắt V2 = 0,147 kN+ lực cắt V3 = 0,004 kN+ Momen xoắn T = 0 kN.mm+ Momen uốn M2 = -0,0054 kN.mm+ Momen uốn M3 = -0,1383 kN.mm
Các giá trị V2, V3, T, M2, M3 có giá trị nhỏ nên bỏ qua thành phần ứng suất do chúng gây ra. Coi thanh chịu nén đung tâm. Khi đó:
Ứng suất pháp:
σ = │PA │kN/cm2
Trong đó:
A : Diện tích tiết diện thanh thép bằng 9,31 cm2.
σn = │−61,508
9,31 │= 6,61 kN/cm2
Như vậy σ = 6,61 kN/cm2 < [σ] = 23,5 kN/cm2. Thanh đủ bền.d. Kiểm tra bền cho thanh C150x75x6.5x10 (bracing).Kiểm tra bền cho thanh dầm C150x75x6,5x10 chứa mặt cắt có nội lực lớn nhất. Dựa vào bảng nội lực từ
phần mềm SAP2000 ở trên ta thấy các thanh C150x75x6,5x10 chịu nén đúng tâm, thanh 17,18,19 có nội lực lớn nhất. Các giá trị nội lực tại mắt cắt:
+ Lực nén P = -100,422 kNKhi đó ứng suất pháp:
σ = │PA │kN/cm2
Trong đó:
A : Diện tích tiết diện thanh thép bằng 23,45 cm2.
σn = │−100,422
23,45 │= 4,28 kN/cm2
Như vậy σ = 4,28 kN/cm2 < [σ] = 23,5 kN/cm2. Thanh đủ bền.
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