Check for Foundation Uplift

Reaction on one column (Node 53)

HorizontalVertical Horizontal Moment
Node L/C Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
53 40 COMB - 1 DEAD
0.524+ 0.3520.898
LIVE 0.35 0.26 0.009 -1.116
41 COMB - 1 DEAD
0.566+ 1 LIVE
22.55 0.377 0.28 0.009 -1.206
42 COMB - 1 DEAD
-2.184+ 0.8 21.449
LIVE + 0.80.36
WIND (1)0.267 0.009 4.885
43 COMB - 1 DEAD
0.535+ 0.8125.098
LIVE + 0.8
1.699
WIND (2) 2.49 -0.097 -1.155
44 COMB - 1 DEAD
3.289+ 0.8 22.635
LIVE + -0.8
0.378
WIND (1)
0.281 0.009 -7.242
45 COMB - 1 DEAD
0.571+ 0.8-81.014
LIVE + -0.8
-0.96
WIND (2)
-1.942 0.115 -1.202
46 COMB - 1 DEAD
0.166+ 0.8 21.866
LIVE + 0.8
0.366
SEISMIC-H
0.272
(1) 0.009 0.089
47 COMB - 1 DEAD
0.552+ 0.8 LIVE
17.02
+ 0.8
0.306
SEISMIC-H
0.164
(2) 0.014 -1.177
48 COMB - 1 DEAD
0.939+ 0.8 22.217
LIVE + -0.8
0.372
SEISMIC-H
0.276
(1) 0.009 -2.445
49 COMB - 1 DEAD
0.553+ 0.8 27.063
LIVE + -0.8
0.432
SEISMIC-H
0.383
(2) 0.004 -1.18
50 COMB - 1 DEAD
-2.919+ 1 WIND
19.266
(1) 0.324 0.24 0.009 6.511
51 COMB - 1 DEAD
0.479+ 1 WIND
148.827
(2) 1.998 3.019 -0.123 -1.039
52 COMB - 1 DEAD
3.922+ -1 WIND
20.749(1)0.347 0.258 0.009 -8.648
53 COMB - 1 DEAD
0.524+ -1-108.812
WIND (2)-1.33 -2.521 0.141 -1.097
54 COMB - 1 DEAD
0.018+ 1 SEISMIC-H
19.788 0.332
(1) 0.246 0.009 0.515
55 COMB - 1 DEAD
0.501+ 1 SEISMIC-H
13.731 0.257
(2) 0.112 0.016 -1.066
56 COMB - 1 DEAD
0.985+ -1 SEISMIC-H
20.227 0.339
(1) 0.251 0.009 -2.652
57 COMB - 1 DEAD
0.502+ -1 SEISMIC-H
26.284 0.414
(2) 0.385 0.002 -1.07

Reaction on one column (Node 56)

HorizontalVertical HorizontalMoment
Node L/C Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
56 40 COMB - 1 DEAD
0.544+ 0.3524.061
LIVE -0.349 0.246 0.009 -1.159
41 COMB - 1 DEAD
0.585+ 1 LIVE25.82 -0.376 0.265 0.009 -1.248
42 COMB - 1 DEAD
-2.165+ 0.8 24.712
LIVE + 0.8 WIND
-0.359(1) 0.252 0.009 4.843
43 COMB - 1 DEAD
0.598+ 0.8-77.775
LIVE + 0.8 WIND
14.51(2) 2.446 -0.097 -1.243
44 COMB - 1 DEAD
3.309+ 0.8 25.846
LIVE + -0.8 -0.377
WIND (1) 0.266 0.009 -7.284
45 COMB - 1 DEAD
0.546+ 0.8128.333
LIVE + -0.8-15.246
WIND (2) -1.928 0.115 -1.198
46 COMB - 1 DEAD
0.185+ 0.8 LIVE
25.11
+ 0.8 SEISMIC-H
-0.365 (1)
0.257 0.009 0.046
47 COMB - 1 DEAD
0.572+ 0.8 LIVE
30.3
+ 0.8 SEISMIC-H
-1.114 (2)
0.151 0.014 -1.222
48 COMB - 1 DEAD
0.958+ 0.8 25.448
LIVE + -0.8 -0.371
SEISMIC-H (1)
0.261 0.009 -2.487
49 COMB - 1 DEAD
0.572+ 0.8 20.258
LIVE + -0.8 SEISMIC-H
0.378 (2)
0.367 0.003 -1.219
50 COMB - 1 DEAD-2.9+ 1 WIND
22.405(1) -0.323 0.227 0.009 6.468
51 COMB - 1 DEAD
0.554+ 1-105.703
WIND (2) 18.263 2.969 -0.124 -1.141
52 COMB - 1 DEAD
3.942+ -1 WIND
23.822(1) -0.346 0.244 0.009 -8.692
53 COMB - 1 DEAD
0.488+ -1151.931
WIND (2) -18.932 -2.498 0.142 -1.083
54 COMB - 1 DEAD
0.038+ 1 SEISMIC-H
22.903 (1) -0.331 0.233 0.009 0.471
55 COMB - 1 DEAD
0.522+ 1 SEISMIC-H
29.39 (2) -1.267 0.101 0.016 -1.114
56 COMB - 1 DEAD
1.005+ -1 SEISMIC-H
23.325 (1) -0.338 0.238 0.009 -2.695
57 COMB - 1 DEAD
0.521+ -1 SEISMIC-H
16.837 (2) 0.598 0.37 0.002 -1.11
 Combined Reaction on one Footing
HorizontalVertical HorizontalMoment
Fx kN Fy kN Fz kN Mx kN-m My kN-m Mz kN-m
40 COMB - 1 DEAD
1.068+ 0.3544.959
LIVE 0.001 0.506 0.018 -2.275
41 COMB - 1 DEAD
1.151+ 1 LIVE
48.37 0.001 0.545 0.018 -2.454
42 COMB - 1 DEAD
-4.349+ 0.8 46.161
LIVE + 0.8 WIND
0.001(1) 0.519 0.018 9.728
43 COMB - 1 DEAD
1.133+ 0.8 47.323
LIVE + 0.8 WIND
16.209(2) 4.936 -0.194 -2.398
44 COMB - 1 DEAD
6.598+ 0.8 48.481
LIVE + -0.8 WIND
0.001 (1) 0.547 0.018 -14.526
45 COMB - 1 DEAD
1.117+ 0.8 47.319
LIVE + -0.8-16.208
WIND (2) -3.87 0.23 -2.4
46 COMB - 1 DEAD
0.351+ 0.8 46.976
LIVE + 0.8 SEISMIC-H
0.001 (1)
0.529 0.018 0.135
47 COMB - 1 DEAD
1.124+ 0.8 LIVE
47.32
+ 0.8 SEISMIC-H
-0.808 (2)
0.315 0.028 -2.399
48 COMB - 1 DEAD
1.897+ 0.8 47.665
LIVE + -0.8 SEISMIC-H
0.001 (1)
0.537 0.018 -4.932
49 COMB - 1 DEAD
1.125+ 0.8 47.321
LIVE + -0.8 SEISMIC-H
0.81 (2)
0.75 0.007 -2.399
50 COMB - 1 DEAD
-5.819+ 1 WIND
41.671
(1) 0.001 0.467 0.018 12.979
51 COMB - 1 DEAD
1.033+ 1 WIND
43.124
(2) 20.261 5.988 -0.247 -2.18
52 COMB - 1 DEAD
7.864+ -1 WIND
44.571(1) 0.001 0.502 0.018 -17.34
53 COMB - 1 DEAD
1.012+ -1 WIND
43.119(2) -20.259 -5.019 0.283 -2.18
54 COMB - 1 DEAD
0.056+ 1 SEISMIC-H
42.691 (1)0.001 0.479 0.018 0.986
55 COMB - 1 DEAD
1.023+ 1 SEISMIC-H
43.121 (2)-1.01 0.213 0.032 -2.18
56 COMB - 1 DEAD
1.99+ -1 SEISMIC-H
43.552 (1)0.001 0.489 0.018 -5.347
57 COMB - 1 DEAD
1.023+ -1 SEISMIC-H
43.121 (2)1.012 0.755 0.004 -2.18

In combine resultant forces all vertical forces are in compression.

 Deflection check

Horizontal
Vertical HorizontalResultant Rotational
Node L/C X mm Y mm Z mm mm rX rad rY rad rZ rad
Max X 33 42 COMB - 22.17
1 DEAD + -0.288
0.8 LIVE + 0.80.082
WIND (1)
22.174 0 0 0
Min X 28 44 COMB - 1-22.4
DEAD + -3.909
0.8 LIVE + -0.8
0.122
WIND 22.744
(1) 0 0 -0.003
Max Y 1 45 COMB - 1-0.67
DEAD + 0.8
0.447
LIVE + -0.8
8.08
WIND (2)8.12 0.002 -0.001 -0.002
Min Y 83 43 COMB - 1-0.13
DEAD +-13.295
0.8 LIVE +-10.102
0.8 WIND (2)
16.698 0.001 0 0
Max Z 81 45 COMB - 1 -0.3
DEAD +-12.499
0.8 LIVE + 10.827
-0.8 WIND 16.539
(2) 0 0 0
Min Z 79 43 COMB - 1-0.27
DEAD +-12.756
0.8 LIVE +-10.194
0.8 WIND (2)
16.331 0.001 0 -0.001
Max rX 81 43 COMB - 1-0.15
DEAD +-11.034
0.8 LIVE +-10.089
0.8 WIND (2)
14.952 0.003 0 0
Min rX 27 43 COMB - 1-0.53
DEAD + 0.8
0.424
LIVE + 0.8
-7.921
WIND (2)7.951 -0.002 0 -0.002
Max rY 97 45 COMB - 0.202
1 DEAD + -3.791
0.8 LIVE + -0.8
8.814
WIND (2)
9.596 0.001 0.001 0.003
Min rY 99 43 COMB - 0.424
1 DEAD + -4.019
0.8 LIVE + 0.8
-8.394
WIND (2)9.316 -0.001 -0.001 0.003
Max rZ 99 43 COMB - 0.424
1 DEAD + -4.019
0.8 LIVE + 0.8
-8.394
WIND (2)9.316 -0.001 -0.001 0.003
Min rZ 27 42 COMB - 120.7
DEAD + -0.272
0.8 LIVE + 0.80.081
WIND (1) 20.7 0 0 -0.003
Max Rst 83 44 COMB - 1-21.8
DEAD +-12.516
0.8 LIVE + -0.8
0.367
WIND 25.146
(1) 0 0 0

Maximum allowable limit is Span/325

Top height of sign board from GL 7.5 m

23.07692 mm
> 22.172
Hence ok