hinge definition and comparision
TRANSCRIPT
Pasticier Bal DiogoRocking (P) θu Rocking (P) θu Rocking (P) θu
KN-m Rad KN-m Rad KN-m Rad1 4.6771 0.0198 4.6771 0.0050 4.6771 0.01982 3.4759 0.0148 3.4759 0.0050 3.4759 0.01483 0.1839 0.0133 0.1839 0.0050 0.1839 0.01334 6.9104 0.0195 6.9104 0.0050 6.9104 0.01955 44.8011 0.0224 44.8011 0.0050 44.8011 0.02246 70.3866 0.0224 70.3866 0.0050 70.3866 0.02247 116.1237 0.0224 116.1237 0.0050 116.1237 0.02248 137.0833 0.0224 137.0833 0.0050 137.0833 0.02249 20.0211 0.0224 20.0211 0.0050 20.0211 0.0224
10 0.1839 0.0180 0.1839 0.0050 0.1839 0.018011 0.1839 0.0180 0.1839 0.0050 0.1839 0.018012 27.4459 0.0224 27.4459 0.0050 27.4459 0.022413 1.7032 0.0224 1.7032 0.0050 1.7032 0.022414 7.9962 0.0224 7.9962 0.0050 7.9962 0.022415 0.1839 0.0184 0.1839 0.0050 0.1839 0.018416 0.1839 0.0170 0.1839 0.0050 0.1839 0.017017 56.7320 0.0224 56.7320 0.0050 56.7320 0.022418 0.1839 0.0068 0.1839 0.0050 0.1839 0.006819 19.1956 0.0224 19.1956 0.0050 19.1956 0.022420 77.0815 0.0224 77.0815 0.0050 77.0815 0.022421 8.4589 0.0224 8.4589 0.0050 8.4589 0.022422 4.8398 0.0224 4.8398 0.0050 4.8398 0.022423 17.7534 0.0224 17.7534 0.0050 17.7534 0.022424 8.8983 0.0173 8.8983 0.0050 8.8983 0.017325 4.8398 0.0224 4.8398 0.0050 4.8398 0.022426 0.1839 0.0224 0.1839 0.0050 0.1839 0.022427 132.3230 0.0224 132.3230 0.0050 132.3230 0.022428 16.0673 0.0194 16.0673 0.0050 16.0673 0.019429 19.1956 0.0224 9.8103 0.0050 9.8103 0.022430 77.0815 0.0224 77.0815 0.0050 77.0815 0.022431 8.4589 0.0224 8.4589 0.0050 8.4589 0.022432 4.8398 0.0224 4.8398 0.0050 4.8398 0.022433 17.7534 0.0224 17.7534 0.0050 17.7534 0.022434 8.8983 0.0173 8.8983 0.0050 8.8983 0.017335 0.1839 0.0170 0.1839 0.0050 0.1839 0.017036 56.7320 0.0224 56.7320 0.0050 56.7320 0.022437 0.1839 0.0068 0.1839 0.0050 0.1839 0.006838 1.7032 0.0224 1.7032 0.0050 1.7032 0.022439 7.9962 0.0224 7.9962 0.0050 7.9962 0.022440 0.1839 0.0184 0.1839 0.0050 0.1839 0.018441 0.1839 0.0180 0.1839 0.0050 0.1839 0.018042 27.4459 0.0224 27.4459 0.0050 27.4459 0.022443 20.0211 0.0224 20.0211 0.0050 20.0211 0.022444 0.1839 0.0180 0.1839 0.0050 0.1839 0.018045 44.8011 0.0224 44.8011 0.0050 44.8011 0.0224
46 70.3866 0.0224 70.3866 0.0050 70.3866 0.022447 116.1237 0.0224 116.1237 0.0050 116.1237 0.022448 137.0833 0.0224 137.0833 0.0050 137.0833 0.022449 4.6771 0.0198 4.6771 0.0050 4.6771 0.019850 3.4759 0.0148 3.4759 0.0050 3.4759 0.014851 0.1839 0.0133 0.1839 0.0050 0.1839 0.013352 6.9104 0.0195 6.9104 0.0050 6.9104 0.0195
Bucchi LagomarsinoRocking (P) θu Rocking (P) θu
KN-m Rad KN-m Rad4.6771 0.0060 4.7085 0.00803.4759 0.0060 3.4992 0.00800.1839 0.0060 0.1851 0.00806.9104 0.0060 6.9568 0.0080
44.8011 0.0060 45.1019 0.008070.3866 0.0060 70.8592 0.0080
116.1237 0.0060 116.9033 0.0080137.0833 0.0060 138.0036 0.0080
20.0211 0.0060 20.1555 0.00800.1839 0.0060 0.1851 0.00800.1839 0.0060 0.1851 0.0080
27.4459 0.0060 27.6302 0.00801.7032 0.0060 1.7146 0.00807.9962 0.0060 8.0499 0.00800.1839 0.0060 0.1851 0.00800.1839 0.0060 0.1851 0.0080
56.7320 0.0060 57.1128 0.00800.1839 0.0060 0.1851 0.0080
19.1956 0.0060 19.3244 0.008077.0815 0.0060 77.5990 0.0080
8.4589 0.0060 8.5157 0.00804.8398 0.0060 4.8723 0.0080
17.7534 0.0060 17.8726 0.00808.8983 0.0060 8.9580 0.00804.8398 0.0060 4.8723 0.00800.1839 0.0060 0.1851 0.0080
132.3230 0.0060 133.2114 0.008016.0673 0.0060 16.1751 0.0080
9.8103 0.0060 9.8762 0.008077.0815 0.0060 77.5990 0.0080
8.4589 0.0060 8.5157 0.00804.8398 0.0060 4.8723 0.0080
17.7534 0.0060 17.8726 0.00808.8983 0.0060 8.9580 0.00800.1839 0.0060 0.1851 0.0080
56.7320 0.0060 57.1128 0.00800.1839 0.0060 0.1851 0.00801.7032 0.0060 1.7146 0.00807.9962 0.0060 8.0499 0.00800.1839 0.0060 0.1851 0.00800.1839 0.0060 0.1851 0.0080
27.4459 0.0060 27.6302 0.008020.0211 0.0060 20.1555 0.0080
0.1839 0.0060 0.1851 0.008044.8011 0.0060 45.1019 0.0080
0.0198 0.0148 0.0133 0.0195 0.0224 0.0224 0.0224 0.0224 0.0224 0.01800.0000
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
160.0000
4.6771 3.47590.1839
6.9104
44.8011
70.3866
116.1237
137.0833
20.0211
0.1839
Rocking
Plasticier et al 2008
Member elements
Mom
ent (
KN-m
)
70.3866 0.0060 70.8592 0.0080116.1237 0.0060 116.9033 0.0080137.0833 0.0060 138.0036 0.0080
4.6771 0.0060 4.7085 0.00803.4759 0.0060 3.4992 0.00800.1839 0.0060 0.1851 0.00806.9104 0.0060 6.9568 0.0080
0.0198 0.0148 0.0133 0.0195 0.0224 0.0224 0.0224 0.0224 0.0224 0.01800.0000
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
160.0000
4.6771 3.47590.1839
6.9104
44.8011
70.3866
116.1237
137.0833
20.0211
0.1839
Rocking
Plasticier et al 2008
Member elements
Mom
ent (
KN-m
)
0.0198 0.0148 0.0133 0.0195 0.0224 0.0224 0.0224 0.0224 0.0224 0.01800.0000
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
160.0000
4.6771 3.47590.1839
6.9104
44.8011
70.3866
116.1237
137.0833
20.0211
0.1839
Rocking
Plasticier et al 2008
Member elements
Mom
ent (
KN-m
)
Pasticier Bal DiogoRocking (P) θu Rocking (P) θu Rocking (P) θu
KN-m Rad KN-m Rad KN-m Rad1 5 0 5 0 5 02 3 0 3 0 3 03 0 0 0 0 0 04 7 0 7 0 7 05 45 0 45 0 45 06 70 0 70 0 70 07 116 0 116 0 116 08 137 0 137 0 137 09 20 0 20 0 20 0
10 0 0 0 0 0 011 0 0 0 0 0 012 27 0 27 0 27 013 2 0 2 0 2 014 8 0 8 0 8 015 0 0 0 0 0 016 0 0 0 0 0 017 57 0 57 0 57 018 0 0 0 0 0 019 19 0 19 0 19 020 77 0 77 0 77 021 8 0 8 0 8 022 5 0 5 0 5 023 18 0 18 0 18 024 9 0 9 0 9 025 5 0 5 0 5 026 0 0 0 0 0 027 132 0 132 0 132 028 16 0 16 0 16 029 19 0 10 0 10 030 77 0 77 0 77 031 8 0 8 0 8 032 5 0 5 0 5 033 18 0 18 0 18 034 9 0 9 0 9 035 0 0 0 0 0 036 57 0 57 0 57 037 0 0 0 0 0 038 2 0 2 0 2 039 8 0 8 0 8 040 0 0 0 0 0 041 0 0 0 0 0 042 27 0 27 0 27 043 20 0 20 0 20 044 0 0 0 0 0 045 45 0 45 0 45 0
46 70 0 70 0 70 047 116 0 116 0 116 048 137 0 137 0 137 049 5 0 5 0 5 050 3 0 3 0 3 051 0 0 0 0 0 052 7 0 7 0 7 0
Bucchi LagomarsinoRocking (P) θu Rocking (P) θu
KN-m Rad KN-m Rad5 0 5 03 0 3 00 0 0 07 0 7 0
45 0 45 070 0 71 0
116 0 117 0137 0 138 0
20 0 20 00 0 0 00 0 0 0
27 0 28 02 0 2 08 0 8 00 0 0 00 0 0 0
57 0 57 00 0 0 0
19 0 19 077 0 78 0
8 0 9 05 0 5 0
18 0 18 09 0 9 05 0 5 00 0 0 0
132 0 133 016 0 16 010 0 10 077 0 78 0
8 0 9 05 0 5 0
18 0 18 09 0 9 00 0 0 0
57 0 57 00 0 0 02 0 2 08 0 8 00 0 0 00 0 0 0
27 0 28 020 0 20 0
0 0 0 045 0 45 0
1 2 3 4 5 6 7 8 9 100
20
40
60
80
100
120
140
5 30
7
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
71
117
138
20
0
Rocking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Mom
ent (
KN-m
)
70 0 71 0116 0 117 0137 0 138 0
5 0 5 03 0 3 00 0 0 07 0 7 0
3.34360
9.277777778
1 2 3 4 5 6 7 8 9 100
20
40
60
80
100
120
140
5 30
7
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
71
117
138
20
0
Rocking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Mom
ent (
KN-m
)
1 2 3 4 5 6 7 8 9 100
20
40
60
80
100
120
140
5 30
7
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
70
116
137
20
05 3
07
45
71
117
138
20
0
Rocking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Mom
ent (
KN-m
)
Pasticier Bal DiogoDiagonal Cracking (P) δuf= Diagonal Cracking (P) δuf= Diagonal Cracking (P) δuf=
KN m KN m KN m1 29 0 10 0 56 02 25 0 9 0 48 03 6 0 2 0 11 04 36 0 12 0 68 05 127 0 44 0 243 06 170 0 59 0 326 07 219 0 76 0 419 08 238 0 83 0 455 09 78 0 27 0 149 0
10 6 0 2 0 11 011 6 0 2 0 11 012 106 0 37 0 204 013 18 0 6 0 34 014 49 0 17 0 94 015 6 0 2 0 11 016 6 0 2 0 11 017 153 0 53 0 293 018 6 0 2 0 11 019 75 0 26 0 143 020 166 0 58 0 318 021 39 0 14 0 75 022 30 0 10 0 57 023 69 0 24 0 132 024 40 0 14 0 77 025 30 0 10 0 57 026 6 0 2 0 11 027 234 0 81 0 447 028 63 0 22 0 120 029 75 0 15 0 81 030 166 0 58 0 318 031 39 0 14 0 75 032 30 0 10 0 57 033 69 0 24 0 132 034 40 0 14 0 77 035 6 0 2 0 11 036 153 0 53 0 293 037 6 0 2 0 11 038 18 0 6 0 34 039 49 0 17 0 94 040 6 0 2 0 11 041 6 0 2 0 11 042 106 0 37 0 204 043 78 0 27 0 149 044 6 0 2 0 11 045 127 0 44 0 243 0
46 170 0 59 0 326 047 219 0 76 0 419 048 238 0 83 0 455 049 29 0 10 0 56 050 25 0 9 0 48 051 6 0 2 0 11 052 36 0 12 0 68 0
Bucchi LagomarsinoDiagonal Cracking (P) δuf= Diagonal Cracking (P) δuf=
KN m KN m19 0 27 016 0 23 04 0 5 0
23 0 32 080 0 115 0
108 0 155 0139 0 199 0151 0 216 049 0 71 04 0 5 04 0 5 0
67 0 97 011 0 16 031 0 45 04 0 5 04 0 5 0
97 0 139 04 0 5 0
47 0 68 0105 0 151 025 0 36 019 0 27 044 0 63 026 0 37 019 0 27 04 0 5 0
148 0 212 040 0 57 027 0 39 0
105 0 151 025 0 36 019 0 27 044 0 63 026 0 37 04 0 5 0
97 0 139 04 0 5 0
11 0 16 031 0 45 04 0 5 04 0 5 0
67 0 97 049 0 71 04 0 5 0
80 0 115 0
1 2 3 4 5 6 7 8 9 10-40
10
60
110
160
210
260
310
360
410
460
29 256
36
127
170
219238
78
610 9 212
4459
76 83
27
2
56 48
11
68
243
326
419
455
149
1119 164
23
80
108
139151
49
427 23
5
32
115
155
199216
71
5
Diagonal Cracking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
108 0 155 0139 0 199 0151 0 216 019 0 27 016 0 23 04 0 5 0
23 0 32 0
1 2 3 4 5 6 7 8 9 10-40
10
60
110
160
210
260
310
360
410
460
29 256
36
127
170
219238
78
610 9 212
4459
76 83
27
2
56 48
11
68
243
326
419
455
149
1119 164
23
80
108
139151
49
427 23
5
32
115
155
199216
71
5
Diagonal Cracking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
1 2 3 4 5 6 7 8 9 10-40
10
60
110
160
210
260
310
360
410
460
29 256
36
127
170
219238
78
610 9 212
4459
76 83
27
2
56 48
11
68
243
326
419
455
149
1119 164
23
80
108
139151
49
427 23
5
32
115
155
199216
71
5
Diagonal Cracking (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
Pasticier Bal DiogoSliding (P) δuf= Sliding (P) δuf= Sliding (P) δuf=
KN m KN m KN m1 2 0 2 0 2 02 2 0 2 0 2 03 0 0 0 0 0 04 3 0 3 0 3 05 15 0 12 0 16 06 23 0 18 0 25 07 36 0 27 0 41 08 42 0 31 0 48 09 7 0 6 0 7 0
10 0 0 0 0 0 011 0 0 0 0 0 012 9 0 8 0 10 013 1 0 1 0 1 014 3 0 3 0 3 015 0 0 0 0 0 016 0 0 0 0 0 017 19 0 15 0 21 018 0 0 0 0 0 019 7 0 6 0 7 020 24 0 19 0 28 021 3 0 3 0 3 022 2 0 2 0 2 023 6 0 6 0 7 024 4 0 4 0 5 025 2 0 2 0 2 026 0 0 0 0 0 027 41 0 30 0 46 028 7 0 6 0 7 029 7 0 3 0 4 030 24 0 19 0 28 031 3 0 3 0 3 032 2 0 2 0 2 033 6 0 6 0 7 034 4 0 4 0 5 035 0 0 0 0 0 036 19 0 15 0 21 037 0 0 0 0 0 038 1 0 1 0 1 039 3 0 3 0 3 040 0 0 0 0 0 041 0 0 0 0 0 042 9 0 8 0 10 043 7 0 6 0 7 044 0 0 0 0 0 045 15 0 12 0 16 0
46 23 0 18 0 25 047 36 0 27 0 41 048 42 0 31 0 48 049 2 0 2 0 2 050 2 0 2 0 2 051 0 0 0 0 0 052 3 0 3 0 3 0
Bucchi LagomarsinoSliding (P) δuf= Sliding (P) δuf=
KN m KN m27 0 2 023 0 2 05 0 11 0
32 0 3 077 0 15 0
104 0 23 0133 0 36 0144 0 42 055 0 7 05 0 0 05 0 0 0
65 0 9 016 0 1 045 0 3 05 0 0 05 0 0 0
93 0 19 05 0 0 0
54 0 7 0101 0 24 036 0 3 027 0 2 052 0 6 037 0 4 027 0 2 05 0 0 0
142 0 41 049 0 7 039 0 3 0
101 0 24 036 0 3 027 0 2 052 0 6 037 0 4 05 0 0 0
93 0 19 05 0 0 0
16 0 1 045 0 3 05 0 0 05 0 0 0
65 0 9 055 0 7 05 0 0 0
77 0 15 0
1 2 3 4 5 6 7 8 9 10-10
10
30
50
70
90
110
130
150
2 2 0 3
15
23
3642
702 2 0 3
1218
2731
602 2 0 3
16
25
4148
70
2723
5
32
77
104
133
144
55
52 2
11
3
15
23
3642
70
Sliding (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
104 0 23 0133 0 36 0144 0 42 027 0 2 023 0 2 05 0 0 0
32 0 3 0
1 2 3 4 5 6 7 8 9 10-10
10
30
50
70
90
110
130
150
2 2 0 3
15
23
3642
702 2 0 3
1218
2731
602 2 0 3
16
25
4148
70
2723
5
32
77
104
133
144
55
52 2
11
3
15
23
3642
70
Sliding (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
1 2 3 4 5 6 7 8 9 10-10
10
30
50
70
90
110
130
150
2 2 0 3
15
23
3642
702 2 0 3
1218
2731
602 2 0 3
16
25
4148
70
2723
5
32
77
104
133
144
55
52 2
11
3
15
23
3642
70
Sliding (Piers)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
Pasticier Bal DiogoSliding (S) δuf= Sliding (S) δuf= Sliding (S) δuf=
KN m KN m KN m1 28 0 12 0 55 02 16 0 7 0 32 03 11 0 5 0 23 04 13 0 6 0 27 06 28 0 12 0 55 07 16 0 7 0 32 09 12 0 5 0 24 0
12 16 0 7 0 32 013 12 0 5 0 23 014 20 0 9 0 41 015 6 0 2 0 11 016 0 0 0 0 0 017 0 0 0 0 0 018 0 0 0 0 0 019 0 0 0 0 0 020 0 0 0 0 0 021 0 0 0 0 0 022 0 0 0 0 0 023 0 0 0 0 0 024 0 0 0 0 0 025 0 0 0 0 0 026 0 0 0 0 0 027 0 0 0 0 0 028 0 0 0 0 0 029 0 0 0 0 0 030 0 0 0 0 0 031 0 0 0 0 0 032 0 0 0 0 0 033 0 0 0 0 0 034 0 0 0 0 0 035 0 0 0 0 0 036 0 0 0 0 0 037 0 0 0 0 0 038 0 0 0 0 0 039 0 0 0 0 0 040 0 0 0 0 0 041 0 0 0 0 0 042 0 0 0 0 0 043 0 0 0 0 0 044 0 0 0 0 0 045 0 0 0 0 0 046 0 0 0 0 0 047 0 0 0 0 0 048 0 0 0 0 0 049 0 0 0 0 0 0
50 0 0 0 0 0 051 0 0 0 0 0 052 0 0 0 0 0 0
Bucchi LagomarsinoSliding (S) δuf= Sliding (S) δuf=
KN m KN m28 0 55 016 0 32 011 0 23 013 0 27 028 0 55 016 0 32 012 0 24 016 0 32 012 0 23 020 0 41 06 0 11 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0
1 2 3 4 6 7 90
10
20
30
40
50
60
28
16
1113
28
16
1212
75 6
12
75
55
32
23
27
55
32
2428
16
1113
28
16
12
55
32
23
27
55
32
24
Sliding (Spandrels)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elementsSh
ear F
orce
(KN
)
0 0 0 00 0 0 00 0 0 0
1 2 3 4 6 7 90
10
20
30
40
50
60
28
16
1113
28
16
1212
75 6
12
75
55
32
23
27
55
32
2428
16
1113
28
16
12
55
32
23
27
55
32
24
Sliding (Spandrels)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
1 2 3 4 6 7 90
10
20
30
40
50
60
28
16
1113
28
16
1212
75 6
12
75
55
32
23
27
55
32
2428
16
1113
28
16
12
55
32
23
27
55
32
24
Sliding (Spandrels)
Pasticier et al 2008 Bal et al 2008 Diogo et al 2009Bucchi et al 2013 Lagomarsino et al 2013
Member elements
Shea
r For
ce (K
N)
Pasticier et al. (2008)
PIER
Rocking Mu= 6.80 0.018666667
Diagonal Cracking Vuf= 32.94 0.009333333
Sliding Vus= 0.00 0.009333333
SPANDREL Sliding Vu= 12.00 0.0024
KN/m^2 30.8 μ= 0.25
m D= 1.5 1.5
m t= 0.2 ξ= 1.87
k= 0.55 2.333333333 m
KN/m^2 3000 h= 0.6 m
KN/m 100 h'=H= 2.8
θu=
δuf=
δus=
δus=
σ0=ϒm=
Heff=fd=fvod=
No D t(P) H desnsity weigth Area h (S)m m m KN/m3 KN m2 m
1 1.16 0.23 2.8 11 8.22 0.27 0.702 1.00 0.23 2.8 11 7.08 0.23 0.703 0.23 0.23 2.8 11 1.63 0.05 0.704 1.41 0.23 2.8 11 9.99 0.32 0.705 3.85 0.20 2.8 11 23.72 0.77 1.206 4.50 0.23 2.8 11 31.88 1.04 1.207 5.78 0.23 2.8 11 40.95 1.33 1.208 6.28 0.23 2.8 11 44.49 1.44 1.209 2.40 0.23 2.8 11 17.00 0.55 1.20
10 0.23 0.23 2.8 11 1.63 0.05 0.7011 0.23 0.23 2.8 11 1.63 0.05 0.7012 2.81 0.23 2.8 11 19.91 0.65 1.2013 0.70 0.23 2.8 11 4.96 0.16 1.2014 1.18 0.38 2.8 11 13.81 0.45 1.2015 0.23 0.23 2.8 11 1.63 0.05 0.7016 0.23 0.23 2.8 11 1.63 0.05 0.7017 4.04 0.23 2.8 11 28.62 0.93 1.2018 0.23 0.23 2.8 11 1.63 0.05 0.7019 2.35 0.23 2.8 11 16.65 0.54 1.2020 5.05 0.20 2.8 11 31.11 1.01 1.2021 1.56 0.23 2.8 11 11.05 0.36 1.2022 1.18 0.23 2.8 11 8.36 0.27 1.2023 2.26 0.23 2.8 11 16.01 0.52 1.2024 1.60 0.23 2.8 11 11.33 0.37 1.2025 1.18 0.23 2.8 11 8.36 0.27 1.2026 0.23 0.23 2.8 11 1.63 0.05 0.7027 6.17 0.23 2.8 11 43.71 1.42 1.2028 2.15 0.23 2.8 11 15.23 0.49 1.2029 2.35 0.23 2.8 11 16.65 0.54 1.2030 5.05 0.20 2.8 11 31.11 1.01 1.2031 1.56 0.23 2.8 11 11.05 0.36 1.2032 1.18 0.23 2.8 11 8.36 0.27 1.2033 2.26 0.23 2.8 11 16.01 0.52 1.2034 1.60 0.23 2.8 11 11.33 0.37 1.2035 0.23 0.23 2.8 11 1.63 0.05 0.7036 4.04 0.23 2.8 11 28.62 0.93 1.2037 0.23 0.23 2.8 11 1.63 0.05 0.7038 0.70 0.23 2.8 11 4.96 0.16 1.2039 1.18 0.38 2.8 11 13.81 0.45 1.2040 0.23 0.23 2.8 11 1.63 0.05 0.7041 0.23 0.23 2.8 11 1.63 0.05 0.70
42 2.81 0.23 2.8 11 19.91 0.65 1.2043 2.40 0.23 2.8 11 17.00 0.55 1.2044 0.23 0.23 2.8 11 1.63 0.05 0.7045 3.85 0.20 2.8 11 23.72 0.77 1.2046 4.50 0.23 2.8 11 31.88 1.04 1.2047 5.78 0.23 2.8 11 40.95 1.33 1.2048 6.28 0.23 2.8 11 44.49 1.44 1.2049 1.16 0.23 2.8 11 8.22 0.27 0.7050 1.00 0.23 2.8 11 7.08 0.23 0.7051 0.23 0.23 2.8 11 1.63 0.05 0.7052 1.41 0.23 2.8 11 9.99 0.32 0.70
t(S) Ho AXES σ0= ξm m KN/m2 m
0.23 2.41 1 30.8 2.41 1.50 2.470.23 1.60 30.8 2.80 1.50 1.850.23 1.60 30.8 12.17 1.50 1.660.23 2.34 30.8 1.99 1.50 2.430.20 2.80 A 30.8 0.73 1.00 2.800.23 2.8 B 30.8 0.62 1.00 2.800.23 2.8 C 30.8 0.48 1.00 2.800.23 2.8 D 30.8 0.45 1.00 2.800.23 2.80 2 30.8 1.17 1.17 2.800.23 2.23 30.8 12.17 1.50 2.250.23 2.23 2' 30.8 12.17 1.50 2.250.23 2.8 30.8 1.00 1.00 2.800.23 2.80 3 30.8 4.00 1.50 2.800.23 2.80 30.8 2.37 1.50 2.800.23 2.28 B 30.8 12.17 1.50 2.300.23 2.1 C 30.8 12.17 1.50 2.130.23 2.8 4 30.8 0.69 1.00 2.800.23 0.5 D 30.8 12.17 1.50 0.850.23 2.8 A 30.8 1.19 1.19 2.800.20 2.8 5 30.8 0.55 1.00 2.800.23 2.8 B 30.8 1.79 1.50 2.800.23 2.8 B# 30.8 2.37 1.50 2.800.23 2.8 C 30.8 1.24 1.24 2.800.23 1.92 D 30.8 1.75 1.50 2.160.23 2.8 B# 30.8 2.37 1.50 2.800.23 2.8 C 30.8 12.17 1.50 2.800.23 2.80 6 30.8 0.45 1.00 2.800.23 2.25 D 30.8 1.30 1.30 2.430.23 2.80 A 30.8 1.19 1.19 2.800.20 2.8 7 30.8 0.55 1.00 2.800.23 2.8 B 30.8 1.79 1.50 2.800.23 2.8 B# 30.8 2.37 1.50 2.800.23 2.8 C 30.8 1.24 1.24 2.800.23 1.92 D 30.8 1.75 1.50 2.160.23 2.1 C 30.8 12.17 1.50 2.130.23 2.8 8 30.8 0.69 1.00 2.800.23 0.5 D 30.8 12.17 1.50 0.850.23 2.80 9 30.8 4.00 1.50 2.800.23 2.80 30.8 2.37 1.50 2.800.23 2.28 B 30.8 12.17 1.50 2.300.23 2.23 9' 30.8 12.17 1.50 2.25
Heff=
0.23 2.8 30.8 1.00 1.00 2.800.23 2.80 10 30.8 1.17 1.17 2.800.23 2.23 30.8 12.17 1.50 2.250.20 2.80 A 30.8 0.73 1.00 2.800.23 2.8 B 30.8 0.62 1.00 2.800.23 2.8 C 30.8 0.48 1.00 2.800.23 2.8 D 30.8 0.45 1.00 2.800.23 2.41 11 30.8 2.41 1.50 2.470.23 1.60 30.8 2.80 1.50 1.850.23 1.60 30.8 12.17 1.50 1.660.23 2.34 30.8 1.99 1.50 2.43
Pasticier
Rocking (P) Diagonal Cracking (P) Sliding (P)KN-m Rad KN m KN m
4.68 0.020 29.29 0.010 1.95 0.0103.48 0.015 25.25 0.007 2.15 0.0070.18 0.013 5.81 0.007 0.12 0.0076.91 0.019 35.60 0.010 2.93 0.010
44.80 0.022 126.80 0.011 14.78 0.01170.39 0.022 170.45 0.011 22.74 0.011
116.12 0.022 218.93 0.011 36.06 0.011137.08 0.022 237.87 0.011 41.94 0.01120.02 0.022 77.92 0.011 6.93 0.0110.18 0.018 5.81 0.009 0.09 0.0090.18 0.018 5.81 0.009 0.09 0.009
27.45 0.022 106.43 0.011 9.37 0.0111.70 0.022 17.68 0.011 0.63 0.0118.00 0.022 49.23 0.011 2.88 0.0110.18 0.018 5.81 0.009 0.08 0.0090.18 0.017 5.81 0.009 0.09 0.009
56.73 0.022 153.02 0.011 18.60 0.0110.18 0.007 5.81 0.003 0.37 0.003
19.20 0.022 74.71 0.011 6.65 0.01177.08 0.022 166.33 0.011 24.48 0.0118.46 0.022 39.39 0.011 3.01 0.0114.84 0.022 29.80 0.011 1.75 0.011
17.75 0.022 69.09 0.011 6.17 0.0118.90 0.017 40.40 0.009 4.50 0.0094.84 0.022 29.80 0.011 1.75 0.0110.18 0.022 5.81 0.011 0.07 0.011
132.32 0.022 233.70 0.011 40.62 0.01116.07 0.019 62.53 0.010 6.85 0.01019.20 0.022 74.71 0.011 6.65 0.01177.08 0.022 166.33 0.011 24.48 0.0118.46 0.022 39.39 0.011 3.01 0.0114.84 0.022 29.80 0.011 1.75 0.011
17.75 0.022 69.09 0.011 6.17 0.0118.90 0.017 40.40 0.009 4.50 0.0090.18 0.017 5.81 0.009 0.09 0.009
56.73 0.022 153.02 0.011 18.60 0.0110.18 0.007 5.81 0.003 0.37 0.0031.70 0.022 17.68 0.011 0.63 0.0118.00 0.022 49.23 0.011 2.88 0.0110.18 0.018 5.81 0.009 0.08 0.0090.18 0.018 5.81 0.009 0.09 0.009
θu δuf= δuf=
27.45 0.022 106.43 0.011 9.37 0.01120.02 0.022 77.92 0.011 6.93 0.0110.18 0.018 5.81 0.009 0.09 0.009
44.80 0.022 126.80 0.011 14.78 0.01170.39 0.022 170.45 0.011 22.74 0.011
116.12 0.022 218.93 0.011 36.06 0.011137.08 0.022 237.87 0.011 41.94 0.011
4.68 0.020 29.29 0.010 1.95 0.0103.48 0.015 25.25 0.007 2.15 0.0070.18 0.013 5.81 0.007 0.12 0.0076.91 0.019 35.60 0.010 2.93 0.010
7.3534711781.96190611
No h (S) t(S) AXES Sliding (S)m m KN m
53 1.20 0.23 1 &11 27.6 0.004854 0.70 0.23 16.1 0.002855 0.57 0.20 2&10 11.4 0.002356 0.58 0.23 2´&9´ 13.34 0.002357 0.23 3 &9 0 0.000058 1.20 0.23
A 27.6 0.0048
59 0.70 0.23 16.1 0.002860 0.23 0 0.000061 0.52 0.23
B11.96 0.0021
62 0.23 0 0.000063 0.23 0 0.000064 0.70 0.23 C 16.1 0.002865 0.50 0.23
D11.5 0.0020
66 0.89 0.23 20.47 0.003667 0.24 0.23 5.52 0.0010
δuf=
Bal et al. (2008)
PIER
Rocking Mu= #DIV/0! 0.005
Diagonal Cracking Vuf= #DIV/0! 0
Sliding Vus= #DIV/0! 0
SPANDREL Rocking Mu= #DIV/0! 0.005
SPANDREL Sliding Vu= 0.00 0
μ=D=t= ξ=k=
h=
θu=
δuf=
δus=
θu=
δu=
σ0=ϒm=
Heff=fd= Hp=ftu= fhd=
No D t(P) H desnsity weigth Area h (S)m m m KN/m3 KN m2 m
1 1.16 0.23 2.8 11 8.22 0.27 0.702 1.00 0.23 2.8 11 7.08 0.23 0.703 0.23 0.23 2.8 11 1.63 0.05 0.704 1.41 0.23 2.8 11 9.99 0.32 0.705 3.85 0.20 2.8 11 23.72 0.77 1.206 4.50 0.23 2.8 11 31.88 1.04 1.207 5.78 0.23 2.8 11 40.95 1.33 1.208 6.28 0.23 2.8 11 44.49 1.44 1.209 2.40 0.23 2.8 11 17.00 0.55 1.20
10 0.23 0.23 2.8 11 1.63 0.05 0.7011 0.23 0.23 2.8 11 1.63 0.05 0.7012 2.81 0.23 2.8 11 19.91 0.65 1.2013 0.70 0.23 2.8 11 4.96 0.16 1.2014 1.18 0.38 2.8 11 13.81 0.45 1.2015 0.23 0.23 2.8 11 1.63 0.05 0.7016 0.23 0.23 2.8 11 1.63 0.05 0.7017 4.04 0.23 2.8 11 28.62 0.93 1.2018 0.23 0.23 2.8 11 1.63 0.05 0.7019 2.35 0.23 2.8 11 16.65 0.54 1.2020 5.05 0.20 2.8 11 31.11 1.01 1.2021 1.56 0.23 2.8 11 11.05 0.36 1.2022 1.18 0.23 2.8 11 8.36 0.27 1.2023 2.26 0.23 2.8 11 16.01 0.52 1.2024 1.60 0.23 2.8 11 11.33 0.37 1.2025 1.18 0.23 2.8 11 8.36 0.27 1.2026 0.23 0.23 2.8 11 1.63 0.05 0.7027 6.17 0.23 2.8 11 43.71 1.42 1.2028 2.15 0.23 2.8 11 15.23 0.49 1.2029 1.68 0.23 2.8 11 11.90 0.39 1.2030 5.05 0.20 2.8 11 31.11 1.01 1.2031 1.56 0.23 2.8 11 11.05 0.36 1.2032 1.18 0.23 2.8 11 8.36 0.27 1.2033 2.26 0.23 2.8 11 16.01 0.52 1.2034 1.60 0.23 2.8 11 11.33 0.37 1.2035 0.23 0.23 2.8 11 1.63 0.05 0.7036 4.04 0.23 2.8 11 28.62 0.93 1.2037 0.23 0.23 2.8 11 1.63 0.05 0.7038 0.70 0.23 2.8 11 4.96 0.16 1.2039 1.18 0.38 2.8 11 13.81 0.45 1.2040 0.23 0.23 2.8 11 1.63 0.05 0.7041 0.23 0.23 2.8 11 1.63 0.05 0.70
42 2.81 0.23 2.8 11 19.91 0.65 1.2043 2.40 0.23 2.8 11 17.00 0.55 1.2044 0.23 0.23 2.8 11 1.63 0.05 0.7045 3.85 0.20 2.8 11 23.72 0.77 1.2046 4.50 0.23 2.8 11 31.88 1.04 1.2047 5.78 0.23 2.8 11 40.95 1.33 1.2048 6.28 0.23 2.8 11 44.49 1.44 1.2049 1.16 0.23 2.8 11 8.22 0.27 0.7050 1.00 0.23 2.8 11 7.08 0.23 0.7051 0.23 0.23 2.8 11 1.63 0.05 0.7052 1.41 0.23 2.8 11 9.99 0.32 0.70
t(S) Ho AXES σ0= ξ Hpm m KN/m2 m
0.23 2.41 1 30.8 2.41 1.50 2.47 106.900.23 1.60 30.8 2.80 1.50 1.85 106.900.23 1.60 30.8 12.17 1.50 1.66 106.900.23 2.34 30.8 1.99 1.50 2.43 106.900.20 2.80 A 30.8 0.73 1.00 2.80 159.360.23 2.8 B 30.8 0.62 1.00 2.80 183.260.23 2.8 C 30.8 0.48 1.00 2.80 183.260.23 2.8 D 30.8 0.45 1.00 2.80 183.260.23 2.80 2 30.8 1.17 1.17 2.80 183.260.23 2.23 30.8 12.17 1.50 2.25 106.900.23 2.23 2' 30.8 12.17 1.50 2.25 106.900.23 2.8 30.8 1.00 1.00 2.80 183.260.23 2.80 3 30.8 4.00 1.50 2.80 183.260.23 2.80 30.8 2.37 1.50 2.80 302.780.23 2.28 B 30.8 12.17 1.50 2.30 106.900.23 2.1 C 30.8 12.17 1.50 2.13 106.900.23 2.8 4 30.8 0.69 1.00 2.80 183.260.23 0.5 D 30.8 12.17 1.50 0.85 106.900.23 2.8 A 30.8 1.19 1.19 2.80 183.260.20 2.8 5 30.8 0.55 1.00 2.80 159.360.23 2.8 B 30.8 1.79 1.50 2.80 183.260.23 2.8 B# 30.8 2.37 1.50 2.80 183.260.23 2.8 C 30.8 1.24 1.24 2.80 183.260.23 1.92 D 30.8 1.75 1.50 2.16 183.260.23 2.8 B# 30.8 2.37 1.50 2.80 183.260.23 2.8 C 30.8 12.17 1.50 2.80 106.900.23 2.80 6 30.8 0.45 1.00 2.80 183.260.23 2.25 D 30.8 1.30 1.30 2.43 183.260.23 2.80 A 30.8 1.67 1.50 2.80 183.260.20 2.8 7 30.8 0.55 1.00 2.80 159.360.23 2.8 B 30.8 1.79 1.50 2.80 183.260.23 2.8 B# 30.8 2.37 1.50 2.80 183.260.23 2.8 C 30.8 1.24 1.24 2.80 183.260.23 1.92 D 30.8 1.75 1.50 2.16 183.260.23 2.1 C 30.8 12.17 1.50 2.13 106.900.23 2.8 8 30.8 0.69 1.00 2.80 183.260.23 0.5 D 30.8 12.17 1.50 0.85 106.900.23 2.80 9 30.8 4.00 1.50 2.80 183.260.23 2.80 30.8 2.37 1.50 2.80 302.780.23 2.28 B 30.8 12.17 1.50 2.30 106.900.23 2.23 9' 30.8 12.17 1.50 2.25 106.90
Heff=
0.23 2.8 30.8 1.00 1.00 2.80 183.260.23 2.80 10 30.8 1.17 1.17 2.80 183.260.23 2.23 30.8 12.17 1.50 2.25 106.900.20 2.80 A 30.8 0.73 1.00 2.80 159.360.23 2.8 B 30.8 0.62 1.00 2.80 183.260.23 2.8 C 30.8 0.48 1.00 2.80 183.260.23 2.8 D 30.8 0.45 1.00 2.80 183.260.23 2.41 11 30.8 2.41 1.50 2.47 106.900.23 1.60 30.8 2.80 1.50 1.85 106.900.23 1.60 30.8 12.17 1.50 1.66 106.900.23 2.34 30.8 1.99 1.50 2.43 106.90
BAL
Rocking (P) Diagonal Cracking (P) Sliding (P)KN-m Rad KN m KN m
4.68 0.005 10.20 0.007 1.8900 0.0103.48 0.005 8.80 0.006 2.0283 0.0070.18 0.005 2.02 0.005 0.1245 0.0076.91 0.005 12.40 0.007 2.7752 0.010
44.80 0.005 44.17 0.008 12.2916 0.01170.39 0.005 59.38 0.008 18.3071 0.011
116.12 0.005 76.27 0.008 27.3975 0.011137.08 0.005 82.86 0.008 31.2101 0.01120.02 0.005 27.14 0.008 6.2588 0.0110.18 0.005 2.02 0.007 0.0906 0.0090.18 0.005 2.02 0.007 0.0906 0.009
27.45 0.005 37.08 0.008 8.2545 0.0111.70 0.005 6.16 0.008 0.6365 0.0118.00 0.005 17.15 0.008 2.8319 0.0110.18 0.005 2.02 0.007 0.0886 0.0090.18 0.005 2.02 0.006 0.0960 0.009
56.73 0.005 53.31 0.008 15.3193 0.0110.18 0.005 2.02 0.003 0.3604 0.003
19.20 0.005 26.02 0.008 6.0298 0.01177.08 0.005 57.94 0.008 19.2034 0.0118.46 0.005 13.72 0.008 2.8767 0.0114.84 0.005 10.38 0.008 1.7141 0.011
17.75 0.005 24.07 0.008 5.6257 0.0118.90 0.005 14.07 0.006 4.0828 0.0094.84 0.005 10.38 0.008 1.7141 0.0110.18 0.005 2.02 0.008 0.0726 0.011
132.32 0.005 81.41 0.008 30.3602 0.01116.07 0.005 21.78 0.007 6.0893 0.0109.81 0.005 14.78 0.008 3.2949 0.011
77.08 0.005 57.94 0.008 19.2034 0.0118.46 0.005 13.72 0.008 2.8767 0.0114.84 0.005 10.38 0.008 1.7141 0.011
17.75 0.005 24.07 0.008 5.6257 0.0118.90 0.005 14.07 0.006 4.0828 0.0090.18 0.005 2.02 0.006 0.0960 0.009
56.73 0.005 53.31 0.008 15.3193 0.0110.18 0.005 2.02 0.003 0.3604 0.0031.70 0.005 6.16 0.008 0.6365 0.0118.00 0.005 17.15 0.008 2.8319 0.0110.18 0.005 2.02 0.007 0.0886 0.0090.18 0.005 2.02 0.007 0.0906 0.009
θu δuf= δuf=
27.45 0.005 37.08 0.008 8.2545 0.01120.02 0.005 27.14 0.008 6.2588 0.0110.18 0.005 2.02 0.007 0.0906 0.009
44.80 0.005 44.17 0.008 12.2916 0.01170.39 0.005 59.38 0.008 18.3071 0.011
116.12 0.005 76.27 0.008 27.3975 0.011137.08 0.005 82.86 0.008 31.2101 0.011
4.68 0.005 10.20 0.007 1.8900 0.0103.48 0.005 8.80 0.006 2.0283 0.0070.18 0.005 2.02 0.005 0.1245 0.0076.91 0.005 12.40 0.007 2.7752 0.010
7.3534711781.96190611
No h (S) t(S) AXES Hp Rocking (S)m m m kN-m Rad
53 1.20 0.23 1 &11183.264 29.98865454545 0.005
54 0.70 0.23 106.904 10.20447272727 0.00555 0.57 0.20 2&10 75.696 5.883643636364 0.00556 0.58 0.23 2´&9´ 88.5776 7.005682909091 0.00557 0.23 3 &9 0 #DIV/0! 0.00558 1.20 0.23
A 183.264 29.98865454545 0.005
59 0.70 0.23 106.904 10.20447272727 0.00560 0.23 0 #DIV/0! 0.00561 0.52 0.23
B79.4144 5.631202909091 0.005
62 0.23 0 #DIV/0! 0.00563 0.23 0 #DIV/0! 0.005
64 0.70 0.23 C 106.904 10.20447272727 0.00565 0.50 0.23
D76.36 5.206363636364 0.005
66 0.89 0.23 135.9208 16.49584254545 0.00567 0.24 0.23 36.6528 1.199546181818 0.005
θu
Sliding (S)KN m
12.144 0.00487.084 0.00285.016 0.0023
5.8696 0.00230 0.0000
12.144 0.00487.084 0.0028
0 0.00005.2624 0.0021
0 0.00000 0.0000
7.084 0.00285.06 0.0020
9.0068 0.00362.4288 0.0010
δuf=
No D t(P) H density weigth Area h (S) t(S) Hom m m KN/m3 KN m2 m m m
1 1.16 0.23 2.8 11 8.22 0.27 0.70 0.23 2.412 1.00 0.23 2.8 11 7.08 0.23 0.70 0.23 1.603 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 1.604 1.41 0.23 2.8 11 9.99 0.32 0.70 0.23 2.345 3.85 0.20 2.8 11 23.72 0.77 1.20 0.20 2.806 4.50 0.23 2.8 11 31.88 1.04 1.20 0.23 2.87 5.78 0.23 2.8 11 40.95 1.33 1.20 0.23 2.88 6.28 0.23 2.8 11 44.49 1.44 1.20 0.23 2.89 2.40 0.23 2.8 11 17.00 0.55 1.20 0.23 2.80
10 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2311 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2312 2.81 0.23 2.8 11 19.91 0.65 1.20 0.23 2.813 0.70 0.23 2.8 11 4.96 0.16 1.20 0.23 2.8014 1.18 0.38 2.8 11 13.81 0.45 1.20 0.23 2.8015 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2816 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.117 4.04 0.23 2.8 11 28.62 0.93 1.20 0.23 2.818 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 0.5
19 2.35 0.23 2.8 11 16.65 0.54 1.20 0.23 2.8
20 5.05 0.20 2.8 11 31.11 1.01 1.20 0.20 2.8
21 1.56 0.23 2.8 11 11.05 0.36 1.20 0.23 2.8
22 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.8
23 2.26 0.23 2.8 11 16.01 0.52 1.20 0.23 2.824 1.60 0.23 2.8 11 11.33 0.37 1.20 0.23 1.9225 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.826 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.827 6.17 0.23 2.8 11 43.71 1.42 1.20 0.23 2.8028 2.15 0.23 2.8 11 15.23 0.49 1.20 0.23 2.2529 1.68 0.23 2.8 11 11.90 0.39 1.20 0.23 2.8030 5.05 0.20 2.8 11 31.11 1.01 1.20 0.20 2.831 1.56 0.23 2.8 11 11.05 0.36 1.20 0.23 2.832 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.833 2.26 0.23 2.8 11 16.01 0.52 1.20 0.23 2.834 1.60 0.23 2.8 11 11.33 0.37 1.20 0.23 1.9235 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.136 4.04 0.23 2.8 11 28.62 0.93 1.20 0.23 2.837 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 0.538 0.70 0.23 2.8 11 4.96 0.16 1.20 0.23 2.8039 1.18 0.38 2.8 11 13.81 0.45 1.20 0.23 2.8040 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2841 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2342 2.81 0.23 2.8 11 19.91 0.65 1.20 0.23 2.8
43 2.40 0.23 2.8 11 17.00 0.55 1.20 0.23 2.8044 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2345 3.85 0.20 2.8 11 23.72 0.77 1.20 0.20 2.8046 4.50 0.23 2.8 11 31.88 1.04 1.20 0.23 2.847 5.78 0.23 2.8 11 40.95 1.33 1.20 0.23 2.848 6.28 0.23 2.8 11 44.49 1.44 1.20 0.23 2.849 1.16 0.23 2.8 11 8.22 0.27 0.70 0.23 2.4150 1.00 0.23 2.8 11 7.08 0.23 0.70 0.23 1.6051 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 1.6052 1.41 0.23 2.8 11 9.99 0.32 0.70 0.23 2.34
DIEGO
AXES σ0= ξ Rocking (P) Diagonal Cracking (P)KN/m2 m KN-m Rad KN
1
30.8 2.41 1.50 2.47 4.677 0.020 56.030.8 2.80 1.50 1.85 3.476 0.015 48.330.8 12.17 1.50 1.66 0.184 0.013 11.130.8 1.99 1.50 2.43 6.910 0.019 68.1
A 30.8 0.73 1.00 2.80 44.801 0.022 242.6B 30.8 0.62 1.00 2.80 70.387 0.022 326.0C 30.8 0.48 1.00 2.80 116.124 0.022 418.8D 30.8 0.45 1.00 2.80 137.083 0.022 455.0
2 30.8 1.17 1.17 2.80 20.021 0.022 149.130.8 12.17 1.50 2.25 0.184 0.018 11.1
2' 30.8 12.17 1.50 2.25 0.184 0.018 11.130.8 1.00 1.00 2.80 27.446 0.022 203.6
3 30.8 4.00 1.50 2.80 1.703 0.022 33.830.8 2.37 1.50 2.80 7.996 0.022 94.2
B 30.8 12.17 1.50 2.30 0.184 0.018 11.1C 30.8 12.17 1.50 2.13 0.184 0.017 11.14 30.8 0.69 1.00 2.80 56.732 0.022 292.7D 30.8 12.17 1.50 0.85 0.184 0.007 11.1
A 30.8 1.19 1.19 2.80 19.196 0.022 142.9
5 30.8 0.55 1.00 2.80 77.081 0.022 318.2
B 30.8 1.79 1.50 2.80 8.459 0.022 75.4
B# 30.8 2.37 1.50 2.80 4.840 0.022 57.0
C 30.8 1.24 1.24 2.80 17.753 0.022 132.2D 30.8 1.75 1.50 2.16 8.898 0.017 77.3B# 30.8 2.37 1.50 2.80 4.840 0.022 57.0C 30.8 12.17 1.50 2.80 0.184 0.022 11.16 30.8 0.45 1.00 2.80 132.323 0.022 447.1D 30.8 1.30 1.30 2.43 16.067 0.019 119.6A 30.8 1.67 1.50 2.80 9.810 0.022 81.27 30.8 0.55 1.00 2.80 77.081 0.022 318.2B 30.8 1.79 1.50 2.80 8.459 0.022 75.4
B# 30.8 2.37 1.50 2.80 4.840 0.022 57.0C 30.8 1.24 1.24 2.80 17.753 0.022 132.2D 30.8 1.75 1.50 2.16 8.898 0.017 77.3C 30.8 12.17 1.50 2.13 0.184 0.017 11.18 30.8 0.69 1.00 2.80 56.732 0.022 292.7D 30.8 12.17 1.50 0.85 0.184 0.007 11.1
9 30.8 4.00 1.50 2.80 1.703 0.022 33.830.8 2.37 1.50 2.80 7.996 0.022 94.2
B 30.8 12.17 1.50 2.30 0.184 0.018 11.1
9' 30.8 12.17 1.50 2.25 0.184 0.018 11.130.8 1.00 1.00 2.80 27.446 0.022 203.6
Heff= θu
10 30.8 1.17 1.17 2.80 20.021 0.022 149.130.8 12.17 1.50 2.25 0.184 0.018 11.1
A 30.8 0.73 1.00 2.80 44.801 0.022 242.6B 30.8 0.62 1.00 2.80 70.387 0.022 326.0C 30.8 0.48 1.00 2.80 116.124 0.022 418.8D 30.8 0.45 1.00 2.80 137.083 0.022 455.0
11
30.8 2.41 1.50 2.47 4.677 0.020 56.030.8 2.80 1.50 1.85 3.476 0.015 48.330.8 12.17 1.50 1.66 0.184 0.013 11.130.8 1.99 1.50 2.43 6.910 0.019 68.1
DIEGO
Sliding (P)m KN m
0.010 2.07 0.0100.007 2.30 0.0070.007 0.12 0.0070.010 3.13 0.0100.011 16.32 0.0110.011 25.36 0.0110.011 40.96 0.0110.011 47.95 0.0110.011 7.48 0.0110.009 0.09 0.0090.009 0.09 0.0090.011 10.18 0.0110.011 0.66 0.0110.011 3.05 0.0110.009 0.09 0.0090.009 0.10 0.0090.011 20.60 0.0110.003 0.39 0.003
0.011 7.18 0.011 KN/m^2 30.8 μ=0.011 27.52 0.011 k= 0.550.011 3.21 0.011 KN/m^2 30000.011 1.85 0.011 KN/m tgϕ= 0.70.011 6.65 0.011 KN/m^2 Cu= 2000.009 4.85 0.0090.011 1.85 0.0110.011 0.07 0.0110.011 46.37 0.0110.010 7.44 0.0100.011 3.71 0.0110.011 27.52 0.0110.011 3.21 0.0110.011 1.85 0.0110.011 6.65 0.0110.009 4.85 0.0090.009 0.10 0.0090.011 20.60 0.0110.003 0.39 0.0030.011 0.66 0.0110.011 3.05 0.0110.009 0.09 0.0090.009 0.09 0.0090.011 10.18 0.011
δuf= δuf=
σ0=ϒm=
fd=
0.011 7.48 0.0110.009 0.09 0.0090.011 16.32 0.0110.011 25.36 0.0110.011 40.96 0.0110.011 47.95 0.0110.010 2.07 0.0100.007 2.30 0.0070.007 0.12 0.0070.010 3.13 0.010
0.251.5
No h (S) t(S) AXES Sliding (S)m m KN m
53 1.20 0.23 1 &11 55.2 0.004854 0.70 0.23 32.2 0.002855 0.57 0.20 2&10 22.8 0.002356 0.58 0.23 2´&9´ 26.68 0.002357 0.23 3 &9 0 0.000058 1.20 0.23
A 55.2 0.0048
59 0.70 0.23 32.2 0.002860 0.23 0 0.000061 0.52 0.23
B23.92 0.0021
62 0.23 0 0.000063 0.23 0 0.000064 0.70 0.23 C 32.2 0.002865 0.50 0.23
D23 0.0020
66 0.89 0.23 40.94 0.003667 0.24 0.23 11.04 0.0010
KN/m^2
KN/m^2
KN/m
KN/m^2
δuf=
30.8 μ= 0.25k= 0.55 1.5
3000tgϕ= 0.7Cu= 200
σ0=ϒm=
fd=
No D t(P) H density weigth Area h (S) t(S) Hom m m KN/m3 KN m2 m m m
1 1.16 0.23 2.8 11 8.22 0.27 0.70 0.23 2.412 1.00 0.23 2.8 11 7.08 0.23 0.70 0.23 1.603 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 1.604 1.41 0.23 2.8 11 9.99 0.32 0.70 0.23 2.345 3.85 0.20 2.8 11 23.72 0.77 1.20 0.20 2.806 4.50 0.23 2.8 11 31.88 1.04 1.20 0.23 2.87 5.78 0.23 2.8 11 40.95 1.33 1.20 0.23 2.88 6.28 0.23 2.8 11 44.49 1.44 1.20 0.23 2.89 2.40 0.23 2.8 11 17.00 0.55 1.20 0.23 2.80
10 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2311 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2312 2.81 0.23 2.8 11 19.91 0.65 1.20 0.23 2.813 0.70 0.23 2.8 11 4.96 0.16 1.20 0.23 2.8014 1.18 0.38 2.8 11 13.81 0.45 1.20 0.23 2.8015 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2816 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.1
17 4.04 0.23 2.8 11 28.62 0.93 1.20 0.23 2.8
18 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 0.5
19 2.35 0.23 2.8 11 16.65 0.54 1.20 0.23 2.8
20 5.05 0.20 2.8 11 31.11 1.01 1.20 0.20 2.8
21 1.56 0.23 2.8 11 11.05 0.36 1.20 0.23 2.8
22 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.8
23 2.26 0.23 2.8 11 16.01 0.52 1.20 0.23 2.824 1.60 0.23 2.8 11 11.33 0.37 1.20 0.23 1.9225 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.826 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.827 6.17 0.23 2.8 11 43.71 1.42 1.20 0.23 2.8028 2.15 0.23 2.8 11 15.23 0.49 1.20 0.23 2.2529 1.68 0.23 2.8 11 11.90 0.39 1.20 0.23 2.8030 5.05 0.20 2.8 11 31.11 1.01 1.20 0.20 2.831 1.56 0.23 2.8 11 11.05 0.36 1.20 0.23 2.832 1.18 0.23 2.8 11 8.36 0.27 1.20 0.23 2.833 2.26 0.23 2.8 11 16.01 0.52 1.20 0.23 2.834 1.60 0.23 2.8 11 11.33 0.37 1.20 0.23 1.9235 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.136 4.04 0.23 2.8 11 28.62 0.93 1.20 0.23 2.837 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 0.538 0.70 0.23 2.8 11 4.96 0.16 1.20 0.23 2.8039 1.18 0.38 2.8 11 13.81 0.45 1.20 0.23 2.8040 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2841 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.23
42 2.81 0.23 2.8 11 19.91 0.65 1.20 0.23 2.843 2.40 0.23 2.8 11 17.00 0.55 1.20 0.23 2.8044 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 2.2345 3.85 0.20 2.8 11 23.72 0.77 1.20 0.20 2.8046 4.50 0.23 2.8 11 31.88 1.04 1.20 0.23 2.847 5.78 0.23 2.8 11 40.95 1.33 1.20 0.23 2.848 6.28 0.23 2.8 11 44.49 1.44 1.20 0.23 2.849 1.16 0.23 2.8 11 8.22 0.27 0.70 0.23 2.4150 1.00 0.23 2.8 11 7.08 0.23 0.70 0.23 1.6051 0.23 0.23 2.8 11 1.63 0.05 0.70 0.23 1.6052 1.41 0.23 2.8 11 9.99 0.32 0.70 0.23 2.34
Bucchi
AXES σ0= ξ Rocking (P) Diagonal Cracking (P)KN/m2 m KN-m Rad KN
1
30.8 2.41 1.50 2.47 4.68 0.006 18.530.8 2.80 1.50 1.85 3.48 0.006 16.030.8 12.17 1.50 1.66 0.18 0.006 3.730.8 1.99 1.50 2.43 6.91 0.006 22.5
A 30.8 0.73 1.00 2.80 44.80 0.006 80.3B 30.8 0.62 1.00 2.80 70.39 0.006 107.9C 30.8 0.48 1.00 2.80 116.12 0.006 138.6D 30.8 0.45 1.00 2.80 137.08 0.006 150.6
2 30.8 1.17 1.17 2.80 20.02 0.006 49.330.8 12.17 1.50 2.25 0.18 0.006 3.7
2' 30.8 12.17 1.50 2.25 0.18 0.006 3.730.8 1.00 1.00 2.80 27.45 0.006 67.4
3 30.8 4.00 1.50 2.80 1.70 0.006 11.230.8 2.37 1.50 2.80 8.00 0.006 31.2
B 30.8 12.17 1.50 2.30 0.18 0.006 3.7C 30.8 12.17 1.50 2.13 0.18 0.006 3.7
4 30.8 0.69 1.00 2.80 56.73 0.006 96.9
D 30.8 12.17 1.50 0.85 0.18 0.006 3.7
A 30.8 1.19 1.19 2.80 19.20 0.006 47.3
5 30.8 0.55 1.00 2.80 77.08 0.006 105.3
B 30.8 1.79 1.50 2.80 8.46 0.006 24.9
B# 30.8 2.37 1.50 2.80 4.84 0.006 18.9
C 30.8 1.24 1.24 2.80 17.75 0.006 43.7D 30.8 1.75 1.50 2.16 8.90 0.006 25.6B# 30.8 2.37 1.50 2.80 4.84 0.006 18.9C 30.8 12.17 1.50 2.80 0.18 0.006 3.76 30.8 0.45 1.00 2.80 132.32 0.006 148.0D 30.8 1.30 1.30 2.43 16.07 0.006 39.6A 30.8 1.67 1.50 2.80 9.81 0.006 26.97 30.8 0.55 1.00 2.80 77.08 0.006 105.3B 30.8 1.79 1.50 2.80 8.46 0.006 24.9
B# 30.8 2.37 1.50 2.80 4.84 0.006 18.9C 30.8 1.24 1.24 2.80 17.75 0.006 43.7D 30.8 1.75 1.50 2.16 8.90 0.006 25.6C 30.8 12.17 1.50 2.13 0.18 0.006 3.78 30.8 0.69 1.00 2.80 56.73 0.006 96.9D 30.8 12.17 1.50 0.85 0.18 0.006 3.7
9 30.8 4.00 1.50 2.80 1.70 0.006 11.230.8 2.37 1.50 2.80 8.00 0.006 31.2
B 30.8 12.17 1.50 2.30 0.18 0.006 3.7
9' 30.8 12.17 1.50 2.25 0.18 0.006 3.7
Heff= θu
9'30.8 1.00 1.00 2.80 27.45 0.006 67.4
10 30.8 1.17 1.17 2.80 20.02 0.006 49.330.8 12.17 1.50 2.25 0.18 0.006 3.7
A 30.8 0.73 1.00 2.80 44.80 0.006 80.3B 30.8 0.62 1.00 2.80 70.39 0.006 107.9C 30.8 0.48 1.00 2.80 116.12 0.006 138.6D 30.8 0.45 1.00 2.80 137.08 0.006 150.6
11
30.8 2.41 1.50 2.47 4.68 0.006 18.530.8 2.80 1.50 1.85 3.48 0.006 16.030.8 12.17 1.50 1.66 0.18 0.006 3.730.8 1.99 1.50 2.43 6.91 0.006 22.5
Bucchi
Sliding (P)m KN m
0.010 26.7 0.0100.007 23.0 0.0070.007 5.3 0.0070.010 32.4 0.0100.011 77.0 0.0110.011 103.5 0.0110.011 132.9 0.0110.011 144.4 0.0110.011 55.2 0.0110.009 5.3 0.0090.009 5.3 0.0090.011 64.6 0.0110.011 16.1 0.0110.011 44.8 0.0110.009 5.3 0.0090.009 5.3 0.009
0.011 92.9 0.011
0.003 5.3 0.003
0.011 54.1 0.011
0.011 101.0 0.011
0.011 35.9 0.011
0.011 27.1 0.011
0.011 52.0 0.0110.009 36.8 0.0090.011 27.1 0.0110.011 5.3 0.0110.011 141.9 0.0110.010 49.5 0.0100.011 38.6 0.0110.011 101.0 0.0110.011 35.9 0.0110.011 27.1 0.0110.011 52.0 0.0110.009 36.8 0.0090.009 5.3 0.0090.011 92.9 0.0110.003 5.3 0.0030.011 16.1 0.0110.011 44.8 0.0110.009 5.3 0.0090.009 5.3 0.009
δuf= δuf=
0.011 64.6 0.0110.011 55.2 0.0110.009 5.3 0.0090.011 77.0 0.0110.011 103.5 0.0110.011 132.9 0.0110.011 144.4 0.0110.010 26.7 0.0100.007 23.0 0.0070.007 5.3 0.0070.010 32.4 0.010
KN/m^2 30.8 μ= 0.25k= 0.55 1.5
KN/m^2 3000KN/m^2 1660KN/m^2 90KN/m^2 100
σ0=ϒm=
fd=fhd=ftd=fvd=
No h (S) t(S) AXES Sliding (S) Hр Rocking (S)m m KN m KN KN rad
53 1.20 0.23 1 &11 27.6 0.0048 11.04 6.33 0.0654 0.70 0.23 16.1 0.0028 6.44 2.16 0.0655 0.57 0.20 2&10 11.4 0.0023 4.56 1.24 0.0656 0.58 0.23 2´&9´ 13.34 0.0023 5.336 1.48 0.0657 0.23 3 &9 0 0.0000 0 0.00 0.0658 1.20 0.23
A 27.6 0.0048 11.04 6.33 0.06
59 0.70 0.23 16.1 0.0028 6.44 2.16 0.0660 0.23 0 0.0000 0 0.00 0.0661 0.52 0.23
B11.96 0.0021 4.784 1.19 0.06
62 0.23 0 0.0000 0 0.00 0.0663 0.23 0 0.0000 0 0.00 0.0664 0.70 0.23 C 16.1 0.0028 6.44 2.16 0.0665 0.50 0.23
D11.5 0.0020 4.6 1.10 0.06
66 0.89 0.23 20.47 0.0036 8.188 3.48 0.0667 0.24 0.23 5.52 0.0010 2.208 0.25 0.06
δuf= θu
KN/m^2 30.8 μ= 0.25k= 0.55 1.5
KN/m^2 3000KN/m^2 1660KN/m^2 90KN/m^2 100
σ0=ϒm=
fd=fhd=ftd=fvd=
No D t(P) H desnsity weigth Area h (S)m m m KN/m3 KN m2 m
1 1.16 0.23 2.8 11 8.22 0.27 0.702 1.00 0.23 2.8 11 7.08 0.23 0.703 0.23 0.23 2.8 11 1.63 0.05 0.704 1.41 0.23 2.8 11 9.99 0.32 0.705 3.85 0.20 2.8 11 23.72 0.77 1.206 4.50 0.23 2.8 11 31.88 1.04 1.207 5.78 0.23 2.8 11 40.95 1.33 1.208 6.28 0.23 2.8 11 44.49 1.44 1.209 2.40 0.23 2.8 11 17.00 0.55 1.20
10 0.23 0.23 2.8 11 1.63 0.05 0.7011 0.23 0.23 2.8 11 1.63 0.05 0.7012 2.81 0.23 2.8 11 19.91 0.65 1.2013 0.70 0.23 2.8 11 4.96 0.16 1.2014 1.18 0.38 2.8 11 13.81 0.45 1.2015 0.23 0.23 2.8 11 1.63 0.05 0.7016 0.23 0.23 2.8 11 1.63 0.05 0.7017 4.04 0.23 2.8 11 28.62 0.93 1.2018 0.23 0.23 2.8 11 1.63 0.05 0.7019 2.35 0.23 2.8 11 16.65 0.54 1.2020 5.05 0.20 2.8 11 31.11 1.01 1.20
21 1.56 0.23 2.8 11 11.05 0.36 1.20
22 1.18 0.23 2.8 11 8.36 0.27 1.20
23 2.26 0.23 2.8 11 16.01 0.52 1.20
24 1.60 0.23 2.8 11 11.33 0.37 1.20
25 1.18 0.23 2.8 11 8.36 0.27 1.20
26 0.23 0.23 2.8 11 1.63 0.05 0.70
27 6.17 0.23 2.8 11 43.71 1.42 1.2028 2.15 0.23 2.8 11 15.23 0.49 1.2029 1.68 0.23 2.8 11 11.90 0.39 1.2030 5.05 0.20 2.8 11 31.11 1.01 1.2031 1.56 0.23 2.8 11 11.05 0.36 1.2032 1.18 0.23 2.8 11 8.36 0.27 1.2033 2.26 0.23 2.8 11 16.01 0.52 1.2034 1.60 0.23 2.8 11 11.33 0.37 1.2035 0.23 0.23 2.8 11 1.63 0.05 0.7036 4.04 0.23 2.8 11 28.62 0.93 1.2037 0.23 0.23 2.8 11 1.63 0.05 0.7038 0.70 0.23 2.8 11 4.96 0.16 1.20
39 1.18 0.38 2.8 11 13.81 0.45 1.2040 0.23 0.23 2.8 11 1.63 0.05 0.7041 0.23 0.23 2.8 11 1.63 0.05 0.7042 2.81 0.23 2.8 11 19.91 0.65 1.2043 2.40 0.23 2.8 11 17.00 0.55 1.2044 0.23 0.23 2.8 11 1.63 0.05 0.7045 3.85 0.20 2.8 11 23.72 0.77 1.2046 4.50 0.23 2.8 11 31.88 1.04 1.2047 5.78 0.23 2.8 11 40.95 1.33 1.2048 6.28 0.23 2.8 11 44.49 1.44 1.2049 1.16 0.23 2.8 11 8.22 0.27 0.7050 1.00 0.23 2.8 11 7.08 0.23 0.7051 0.23 0.23 2.8 11 1.63 0.05 0.7052 1.41 0.23 2.8 11 9.99 0.32 0.70
t(S) Ho AXES σ0= ξm m KN/m2 m
0.23 2.41 1 30.8 2.41 1.50 2.470.23 1.60 30.8 2.80 1.50 1.850.23 1.60 30.8 12.17 1.50 1.660.23 2.34 30.8 1.99 1.50 2.430.20 2.80 A 30.8 0.73 1.00 2.800.23 2.8 B 30.8 0.62 1.00 2.800.23 2.8 C 30.8 0.48 1.00 2.800.23 2.8 D 30.8 0.45 1.00 2.800.23 2.80 2 30.8 1.17 1.17 2.800.23 2.23 30.8 12.17 1.50 2.250.23 2.23 2' 30.8 12.17 1.50 2.250.23 2.8 30.8 1.00 1.00 2.800.23 2.80 3 30.8 4.00 1.50 2.800.23 2.80 30.8 2.37 1.50 2.800.23 2.28 B 30.8 12.17 1.50 2.300.23 2.1 C 30.8 12.17 1.50 2.130.23 2.8 4 30.8 0.69 1.00 2.800.23 0.5 D 30.8 12.17 1.50 0.850.23 2.8 A 30.8 1.19 1.19 2.800.20 2.8 5 30.8 0.55 1.00 2.80
0.23 2.8 B 30.8 1.79 1.50 2.80
0.23 2.8 B# 30.8 2.37 1.50 2.80
0.23 2.8 C 30.8 1.24 1.24 2.80
0.23 1.92 D 30.8 1.75 1.50 2.16
0.23 2.8 B# 30.8 2.37 1.50 2.80
0.23 2.8 C 30.8 12.17 1.50 2.80
0.23 2.80 6 30.8 0.45 1.00 2.800.23 2.25 D 30.8 1.30 1.30 2.430.23 2.80 A 30.8 1.67 1.50 2.800.20 2.8 7 30.8 0.55 1.00 2.800.23 2.8 B 30.8 1.79 1.50 2.800.23 2.8 B# 30.8 2.37 1.50 2.800.23 2.8 C 30.8 1.24 1.24 2.800.23 1.92 D 30.8 1.75 1.50 2.160.23 2.1 C 30.8 12.17 1.50 2.130.23 2.8 8 30.8 0.69 1.00 2.800.23 0.5 D 30.8 12.17 1.50 0.850.23 2.80 9 30.8 4.00 1.50 2.80
Heff=
0.23 2.80 30.8 2.37 1.50 2.800.23 2.28 B 30.8 12.17 1.50 2.300.23 2.23 9' 30.8 12.17 1.50 2.250.23 2.8 30.8 1.00 1.00 2.800.23 2.80 10 30.8 1.17 1.17 2.800.23 2.23 30.8 12.17 1.50 2.250.20 2.80 A 30.8 0.73 1.00 2.800.23 2.8 B 30.8 0.62 1.00 2.800.23 2.8 C 30.8 0.48 1.00 2.800.23 2.8 D 30.8 0.45 1.00 2.800.23 2.41 11 30.8 2.41 1.50 2.470.23 1.60 30.8 2.80 1.50 1.850.23 1.60 30.8 12.17 1.50 1.660.23 2.34 30.8 1.99 1.50 2.43
Lagomarsino
Rocking (P) Diagonal Cracking (P) Sliding (P)KN-m Rad KN m KN m
4.71 0.008 26.61 0.010 1.95 0.0993.50 0.008 22.94 0.007 2.15 0.0740.19 0.008 5.28 0.007 10.99 0.0666.96 0.008 32.35 0.010 2.93 0.097
45.10 0.008 115.20 0.011 14.78 0.11270.86 0.008 154.85 0.011 22.74 0.112
116.90 0.008 198.89 0.011 36.06 0.112138.00 0.008 216.10 0.011 41.94 0.11220.16 0.008 70.79 0.011 6.93 0.1120.19 0.008 5.28 0.009 0.09 0.0900.19 0.008 5.28 0.009 0.09 0.090
27.63 0.008 96.69 0.011 9.37 0.1121.71 0.008 16.06 0.011 0.63 0.1128.05 0.008 44.72 0.011 2.88 0.1120.19 0.008 5.28 0.009 0.08 0.0920.19 0.008 5.28 0.009 0.09 0.085
57.11 0.008 139.02 0.011 18.60 0.1120.19 0.008 5.28 0.003 0.37 0.034
19.32 0.008 67.87 0.011 6.65 0.11277.60 0.008 151.11 0.011 24.48 0.112
8.52 0.008 35.79 0.011 3.01 0.112
4.87 0.008 27.07 0.011 1.75 0.112
17.87 0.008 62.77 0.011 6.17 0.112
8.96 0.008 36.70 0.009 4.50 0.087
4.87 0.008 27.07 0.011 1.75 0.112
0.19 0.008 5.28 0.011 0.07 0.112
133.21 0.008 212.31 0.011 40.62 0.11216.18 0.008 56.81 0.010 6.85 0.0979.88 0.008 38.54 0.011 3.48 0.112
77.60 0.008 151.11 0.011 24.48 0.1128.52 0.008 35.79 0.011 3.01 0.1124.87 0.008 27.07 0.011 1.75 0.112
17.87 0.008 62.77 0.011 6.17 0.1128.96 0.008 36.70 0.009 4.50 0.0870.19 0.008 5.28 0.009 0.09 0.085
57.11 0.008 139.02 0.011 18.60 0.1120.19 0.008 5.28 0.003 0.37 0.0341.71 0.008 16.06 0.011 0.63 0.112
θu δuf= δuf=
8.05 0.008 44.72 0.011 2.88 0.1120.19 0.008 5.28 0.009 0.08 0.0920.19 0.008 5.28 0.009 0.09 0.090
27.63 0.008 96.69 0.011 9.37 0.11220.16 0.008 70.79 0.011 6.93 0.1120.19 0.008 5.28 0.009 0.09 0.090
45.10 0.008 115.20 0.011 14.78 0.11270.86 0.008 154.85 0.011 22.74 0.112
116.90 0.008 198.89 0.011 36.06 0.112138.00 0.008 216.10 0.011 41.94 0.112
4.71 0.008 26.61 0.010 1.95 0.0993.50 0.008 22.94 0.007 2.15 0.0740.19 0.008 5.28 0.007 0.12 0.0666.96 0.008 32.35 0.010 2.93 0.097
7.3534711781.96190611
KN/m^2 30.8 μ= 0.25k= 0.55 1.5
KN/m^2 3000KN/m^2 1660KN/m^2 τ0= 90KN/m^2 100KN/m^2 Cu= 200
σ0=ϒm=
fd=fhd=
fvd=
No h (S) t(S) Hp AXES Rocking (P)m m KN KN-m Rad
53 1.20 0.23 11.04 1 &11 6.33 0.008
54 0.70 0.23 6.44 2.16 0.008 55 0.57 0.20 4.56 2&10 1.24 0.008 56 0.58 0.23 5.34 2´&9´ 1.48 0.008 57 0.23 0.00 3 &9 - 0.008 58 1.20 0.23 11.04
A 6.33 0.008
59 0.70 0.23 6.44 2.16 0.008 60 0.23 0.00 - 0.008 61 0.52 0.23 4.78
B 1.19 0.008
62 0.23 0.00 - 0.008 63 0.23 0.00 - 0.008
64 0.70 0.23 6.44 C 2.16 0.008 65 0.50 0.23 4.60
D 1.10 0.008
66 0.89 0.23 8.19 3.48 0.008 67 0.24 0.23 2.21 0.25 0.008
θu
Sliding (S)KN m55.2 0.004832.2 0.002822.8 0.0023
26.68 0.00230.0000
55.2 0.004832.2 0.0028
0.000023.92 0.0021
0.00000.0000
32.2 0.002823 0.0020
40.94 0.003611.04 0.0010
KN/m^2 30.8k= 0.55
KN/m^2 3000KN/m^2 1660KN/m^2 τ0= 90KN/m^2 100KN/m^2 Cu= 200
δuf=
σ0=
fd=fhd=
fvd=
μ= 0.251.5ϒm=