STAAD.Pro Report Job Information LIITE 5

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Download STAAD.Pro Report Job Information LIITE 5

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STAAD.Pro Report Job Information LIITE 5

LIITE 5
1 (15)
STAAD.Pro Report
To:
From:
Copy to:
Date:
04/01/2011
14:26:00
Ref:
ca/ Asiakirja1
Job Information
Engineer
Name:
Date:
Checked
Approved
18-Oct-10
Structure Type
SPACE FRAME
Number of Nodes
Number of Elements
20 Highest Node
26 Highest Beam
Number of Basic Load Cases
Number of Combination Load Cases
24
40
4
4
Included in this printout are data for:
Beams
11 to 14,21,22,27,28,31,34,37,40
Näille sauvoille tuli suurimmat rasitukset!
Included in this printout are results for load cases:
Type
L/C
Combination
Combination
Combination
Combination
4
5
7
8
05/05/2011
Name
KY1
KY2
ACC1
ACC2
LIITE 5
2 (15)
Selfweight : 1 OMAPAINO
Direction
Factor
Y
-1.000
Combination Load Cases
Comb.
Combination L/C Name
4
KY1
5
KY2
7
ACC1
8
ACC2
05/05/2011
Primary
2
3
1
2
3
1
6
2
1
6
3
2
1
Primary L/C Name
LUMI
TUULI
OMAPAINO
LUMI
TUULI
OMAPAINO
ONNETTOMUUS
LUMI
OMAPAINO
ONNETTOMUUS
TUULI
LUMI
OMAPAINO
Factor
1.50
0.90
1.15
1.05
1.50
1.15
1.00
0.40
1.00
1.00
0.20
0.20
1.00
LIITE 5
3 (15)
14
28
37
27
22
3940
13
31
21
11
Whole Structure, beam labels
05/05/2011
12
34
LIITE 5
4 (15)
65.531 mm
18.478 mm
18.856 mm
17.351 mm
8.647 mm
8.934 mm
59.494 mm
21.898 mm
22.844 mm
9.935 mm
18.229 mm
12.947 mm
13.745 mm
58.022 mm
X = -5.005 kN
Y = 152.024 kN
Z = 3.663 kN
MX = 10.511 kNm
MY = -0.366 kNm
MZ = 10.794 kNm
X = -6.853 kN
Y = 140.046 kN
Z = 3.433 kN
MX = 10.876 kNm
MY = -1.308 kNm
MZ = 17.330 kNm
Whole Structure Displacements 150mm:1m 4 KY1+Reactions
05/05/2011
68.486 mm
16.343 mm
X = 6.994 kN
Y = 150.843 kN
Z = 3.713 kN
MX = 13.192 kNm
MY = -1.372 kNm
MZ = -16.294 kNm
X = 4.864 kN
Y = 145.062 kN
Z = 3.461 kN
MX = 13.636 kNm
MY = -0.582 kNm
MZ = -9.109 kNm
LIITE 5
5 (15)
58.906 mm
27.355 mm
27.937 mm
25.113 mm
18.667 mm
19.120 mm
46.856 mm
32.173 mm
33.186 mm
18.543 mm
27.920 mm
24.015 mm
24.993 mm
46.774 mm
X = -3.363 kN
Y = 117.675 kN
Z = 5.601 kN
MX = 17.525 kNm
MY = -0.479 kNm
MZ = 7.074 kNm
X = -5.746 kN
Y = 100.279 kN
Z = 5.489 kN
MX = 18.434 kNm
MY = -1.432 kNm
MZ = 15.592 kNm
Whole Structure Displacements 150mm:1m 5 KY2+Reactions
05/05/2011
63.736 mm
25.031 mm
X = 5.930 kN
Y = 118.475 kN
Z = 6.407 kN
MX = 21.552 kNm
MY = -1.504 kNm
MZ = -13.855 kNm
X = 3.178 kN
Y = 106.178 kN
Z = 6.287 kN
MX = 22.589 kNm
MY = -0.833 kNm
MZ = -4.461 kNm
LIITE 5
6 (15)
296.538 mm
214.073
mm mm
219.660
187.373 mm
44.992 mm
30.510 mm
87.697 mm
265.335 mm
40.392 mm
61.406 mm
80.569 mm
70.036 mm
X = 7.216 kN
Y = 52.146 kN
Z = 5.586 kN
MX = 15.755 kNm
MY = -12.574 kNm
MZ = -27.668 kNm
X = -13.085 kN
Y = 16.859 kN
Z = 8.864 kN
MX = 33.353 kNm
MY = -13.183 kNm
MZ = 46.039 kNm
Whole Structure Displacements 150mm:1m 8 ACC2+Reactions
05/05/2011
338.300 mm
246.115 mm
256.440 mm
Ma x. Re la t ive Be nd 1 7 mm, L / 2 2 2
73.289 mm
X = 16.946 kN
Y = 61.003 kN
Z = 40.822 kN
MX = 148.036 kNm
MY = -13.729 kNm
MZ = -49.103 kNm
X = -11.077 kN
Y = 24.524 kN
Z = 447.899 kN
MX = 728.757 kNm
MY = -11.985 kNm
MZ = 41.949 kNm
LIITE 5
7 (15)
293.514 mm
211.259
mm mm
216.747
184.790 mm
44.178 mm
28.427 mm
92.982 mm
262.111 mm
38.878 mm
58.200 mm
77.507 mm
71.577 mm
X = 6.522 kN
Y = 67.673 kN
Z = 4.951 kN
MX = 13.407 kNm
MY = -12.540 kNm
MZ = -26.105 kNm
X = -13.619 kN
Y = 34.114 kN
Z = 8.190 kN
MX = 30.836 kNm
MY = -13.163 kNm
MZ = 47.003 kNm
Whole Structure Displacements 150mm:1m 7 ACC1+Reactions
05/05/2011
334.925 mm
242.842 mm
253.125 mm
Ma x. Re la t ive Be nd 1 7 mm, L / 2 2 2
71.099 mm
X = 17.467 kN
Y = 75.790 kN
Z = 39.912 kN
MX = 145.251 kNm
MY = -13.708 kNm
MZ = -50.302 kNm
X = -10.369 kN
Y = 41.563 kN
Z = 446.946 kN
MX = 725.786 kNm
MY = -11.906 kNm
MZ = 40.082 kNm
LIITE 5
8 (15)
Beams
Beam
Node A
Node B
11
12
13
14
21
22
27
28
31
34
37
40
9
13
15
11
17
18
23
24
23
17
21
19
10
17
23
12
18
14
24
16
22
20
24
18
Length
(m)
5.805
1.000
1.000
5.805
3.805
1.000
3.805
1.000
1.415
1.414
1.414
1.414
Property
2
2
2
2
2
2
2
2
3
3
3
3
β
(degrees)
0
0
0
0
0
0
0
0
0
0
0
0
Beam End Force Summary
The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial
Shear
Torsion
Bending
Fx
Fy
Fz
Mx
My
Mz
Beam
Node
L/C
(kN)
(kN)
(kN)
(kNm)
(kNm)
(kNm)
157.162
Max Fx
37
21
8:ACC2
-8.956
10.590
4.095
-10.964
28.486
-66.612
Min Fx
28
24
8:ACC2
76.737
-13.158
-0.002
0.743
57.609
76.737
Max Fy
28
24
8:ACC2
-66.612
-13.158
-0.002
0.743
57.609
-27.534
Min Fy
27
24
8:ACC2
50.829
-2.338
-0.022
-4.987
99.020
17.933
Max Fz
31
23
8:ACC2
-24.820
23.208
6.791
-6.799
4.205
-20.273
Min Fz
13
15
8:ACC2
51.951
8.099
-0.030
14.572
0.493
7.115
Max Mx
34
17
7:ACC1
-22.340
-9.303
17.363
-7.010
-11.198
-3.095
Min Mx
40
19
4:KY1
16.903
-2.946
-6.277
5.812
-0.224
18.568
Max My
31
22
8:ACC2
-24.447
22.835
17.933
6.791
-28.360
-12.926
Min My
28
16
7:ACC1
-64.477
75.756
-14.050
-0.006
-19.359
99.020
Max Mz
27
24
8:ACC2
50.829
-27.534
-2.338
-0.022
-4.987
-28.360
Min Mz
31
22
8:ACC2
-24.447
22.835
17.933
6.791
18.568
05/05/2011
LIITE 5
9 (15)
Beam Maximum Moments
Distances to maxima are given from beam end A.
Length
Beam
Node A
(m)
11
9
5.805 4:KY1
5:KY2
7:ACC1
8:ACC2
12
13
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
13
15
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
14
11
5.805 4:KY1
5:KY2
7:ACC1
8:ACC2
21
17
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
05/05/2011
d
(m)
L/C
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
5.805
0.000
5.805
0.000
0.000
5.805
0.000
5.805
0.000
1.000
0.000
1.000
0.000
1.000
0.000
1.000
1.000
0.000
1.000
0.000
0.000
1.000
0.000
1.000
0.000
5.805
0.000
5.805
0.000
5.805
0.000
5.805
3.805
0.000
3.805
0.000
0.000
3.805
0.000
Max My
(kNm)
1.199
-1.093
2.019
-1.907
3.021
-2.954
2.748
-2.680
3.058
-4.455
1.917
-4.267
15.054
-4.901
14.580
-4.746
2.675
-2.157
1.167
-1.728
14.375
-5.102
14.572
-5.701
0.744
-0.768
0.850
-0.876
2.865
-2.980
2.889
-3.003
1.020
-0.449
2.018
-1.319
5.087
-4.721
4.780
d
(m)
5.805
2.903
5.805
2.903
0.000
2.903
0.000
2.903
Max Mz
(kNm)
0.160
-1.676
0.192
-1.677
0.144
-1.485
0.134
-1.486
0.000
-5.371
1.000
-6.206
1.000
-8.112
1.000
0.000
1.000
0.000
1.000
0.000
1.000
0.000
1.000
0.000
2.903
0.000
2.903
0.000
2.903
0.000
2.903
3.805
0.000
3.805
0.000
3.805
0.000
3.805
-9.240
3.568
-4.263
3.132
-7.980
0.720
-6.167
0.493
-7.432
0.100
-1.680
0.071
-1.681
0.388
-1.116
0.376
-1.117
9.539
-9.912
14.050
-14.702
12.224
-19.310
13.671
LIITE 5
10 (15)
22
18
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
27
23
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
28
24
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
31
23
1.415 4:KY1
5:KY2
7:ACC1
8:ACC2
34
17
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
37
21
1.414 4:KY1
5:KY2
7:ACC1
05/05/2011
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
3.805
1.000
0.000
1.000
0.000
-4.378
3.321
-3.336
3.730
-2.314
1.000
-10.657
1.000
3.805
0.000
3.805
0.000
0.000
3.805
0.000
3.805
0.000
1.000
0.000
1.000
0.000
1.000
0.000
1.000
0.000
1.415
0.000
1.415
1.415
0.000
1.415
0.000
1.414
0.000
1.414
0.000
1.414
0.000
1.414
0.000
1.414
0.000
1.414
0.000
1.414
-10.572
0.069
-0.513
0.639
-1.151
4.131
-5.193
3.909
-4.987
3.552
-2.952
2.679
-1.716
1.129
-12.926
0.743
-12.420
2.247
-4.394
1.644
-1.833
17.554
-6.537
18.568
-6.799
8.358
-2.804
7.915
-2.057
17.549
-7.010
17.225
-6.683
2.442
-6.932
1.421
-5.399
4.427
0.000
0.000
-20.854
5.292
0.000
7.948
0.000
1.000
0.000
1.000
3.805
0.000
3.805
0.000
3.805
0.000
3.805
0.000
0.000
1.000
0.000
1.000
0.000
1.000
0.000
1.000
8.614
-4.936
9.472
-5.445
6.947
-7.315
13.464
-14.122
96.793
-0.900
99.020
-3.227
6.671
-7.009
9.811
-6.356
56.601
-19.359
57.609
-18.984
1.415
-5.171
0.472
0.000
1.415
0.000
1.415
1.414
0.000
-6.169
5.266
-28.161
4.205
-28.360
2.167
-6.973
0.000
1.414
0.000
1.414
0.000
0.000
-8.495
2.224
-11.198
1.382
-11.615
7.201
0.000
8.231
1.414
40.193
LIITE 5
11 (15)
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
8:ACC2
40
19
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
0.000
1.414
0.000
0.000
1.414
0.000
1.414
1.414
0.000
1.414
0.000
-11.656
4.008
-10.964
5.812
-3.066
4.268
-3.054
2.956
-7.724
3.019
-8.397
0.000
Max Fz
(kN)
0.395
0.000
0.676
0.000
-1.029
0.000
-0.935
0.000
-7.513
0.000
-6.185
0.000
-19.955
0.000
0.000
-19.326
4.831
0.000
2.895
0.000
-19.478
0.000
-20.273
0.000
-0.260
1.414
41.412
1.414
0.000
1.414
4.246
-0.224
6.101
0.000
7.787
0.000
8.656
0.000
5.805
0.000
5.805
0.000
5.805
0.000
5.805
Max Fy
(kN)
1.110
-1.213
1.098
-1.225
1.066
-0.954
1.063
-0.957
1.000
0.000
-2.632
2.614
0.000
1.939
0.000
3.744
0.000
8.032
0.000
11.312
0.000
7.060
0.000
8.099
0.000
5.805
0.000
1.194
-1.129
1.184
Beam Maximum Shear Forces
Distances to maxima are given from beam end A.
Length
Beam
Node A
(m)
11
9
5.805 4:KY1
5:KY2
7:ACC1
8:ACC2
12
13
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
13
15
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
14
11
5.805 4:KY1
5:KY2
05/05/2011
d
(m)
L/C
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
d
(m)
LIITE 5
12 (15)
7:ACC1
8:ACC2
21
17
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
22
18
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
27
23
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
28
24
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
31
23
1.415 4:KY1
5:KY2
7:ACC1
8:ACC2
34
05/05/2011
17
1.414 4:KY1
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
0.000
-0.297
0.000
-1.007
0.000
0.000
-1.015
0.386
0.000
0.877
5.805
0.000
5.805
0.000
5.805
-1.139
1.023
-0.997
1.019
-1.001
3.805
-5.873
3.805
-8.318
0.000
-2.578
3.805
-8.949
0.000
0.000
-2.407
6.654
3.805
0.000
-9.736
3.388
0.000
6.042
0.000
7.337
0.000
13.719
0.000
-10.141
0.000
15.086
0.000
0.000
-10.492
0.153
3.805
-4.510
0.000
0.470
3.805
-8.011
0.000
-2.450
3.805
-26.337
0.000
-2.338
3.805
0.000
-27.534
13.875
0.000
-6.501
0.000
16.361
0.000
-4.393
0.000
76.104
0.000
-14.050
0.000
76.737
0.000
-13.158
0.000
1.713
0.000
-4.695
0.000
0.000
-2.458
17.031
0.000
1.415
0.000
0.130
-0.300
23.819
0.000
17.933
0.000
23.208
0.000
7.892
LIITE 5
13 (15)
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
5:KY2
7:ACC1
8:ACC2
37
21
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
40
19
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
1.414
-6.677
1.414
-6.177
1.414
-9.676
6.631
1.414
0.000
-9.376
5.113
0.000
4.825
0.000
3.452
0.000
11.376
1.414
-8.638
0.000
10.590
1.414
-9.329
0.000
7.051
0.000
17.363
0.000
16.904
0.000
0.000
-6.277
1.414
-3.376
0.000
0.000
-5.177
7.552
1.414
0.000
-3.017
3.140
0.000
8.072
0.000
3.339
0.000
Max Fx
(kN)
0.503
0.000
0.732
0.000
0.464
0.000
0.537
0.000
13.689
0.000
22.238
0.000
21.516
0.000
24.339
Beam Maximum Axial Forces
Distances to maxima are given from beam end A.
Length
Beam
Node A
(m)
11
9
5.805 4:KY1
5:KY2
7:ACC1
8:ACC2
12
13
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
05/05/2011
d
(m)
L/C
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
LIITE 5
14 (15)
13
15
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
14
11
5.805 4:KY1
5:KY2
7:ACC1
8:ACC2
21
17
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
22
18
1.000 4:KY1
5:KY2
7:ACC1
8:ACC2
27
23
3.805 4:KY1
5:KY2
7:ACC1
8:ACC2
28
24
1.000 4:KY1
5:KY2
7:ACC1
05/05/2011
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
0.000
11.460
0.000
22.503
0.000
48.178
0.000
51.951
0.000
0.721
0.000
1.059
0.000
0.611
0.000
0.719
0.000
3.140
0.000
5.103
0.000
-0.849
0.000
-0.194
0.000
-10.901
0.000
-14.824
0.000
-19.603
0.000
0.000
-20.820
3.246
0.000
5.264
0.000
50.155
0.000
50.829
0.000
-8.502
0.000
-14.823
LIITE 5
15 (15)
8:ACC2
31
23
1.415 4:KY1
5:KY2
7:ACC1
8:ACC2
34
17
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
37
21
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
40
19
1.414 4:KY1
5:KY2
7:ACC1
8:ACC2
05/05/2011
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
Max -ve
Max +ve
0.000
-64.477
0.000
-66.612
0.000
-13.309
0.000
-24.491
0.000
-21.046
0.000
-24.820
0.000
-8.679
0.000
-18.490
0.000
-22.340
0.000
0.000
-25.706
21.746
0.000
31.873
0.000
153.883
0.000
157.162
0.000
16.903
0.000
25.587
0.000
29.666
0.000
32.514