Civil Engineering Reference
In-Depth Information
Table 15.13
(Continued) Attack scenario 1 (674-lb TNT) static equivalent load calculat
i
ons
Coordinates relative
to origin
Tributary
area (ft
2
)
Load on
joint (K)
Joint no.
x
y
X
(ft)
Z
(ft)
D
(ft)
θ
i
(°)
Pressure (psi)
35
312.75
7
35
4
35
83
81.09
68.25
797
36
322.5
7
25
4
26
81
161.43
68.25
1587
37
332.25
7
16
4
17
76
365.83
68.25
3595
38
342
7
9
4
9
65
1833.63
68.25
18021
39
351.75
7
8
4
9
65
1833.63
68.25
18021
40
361.5
7
16
4
17
76
365.83
68.25
3595
41
371.25
7
25
4
26
81
161.43
68.25
1587
42
381
7
35
4
35
83
81.09
60.97
712
35
312.75
0
34
4
34
83
86.82
68.25
853
36
322.5
0
25
4
25
81
173.85
68.25
1709
37
332.25
0
15
4
15
75
472.39
68.25
4643
38
342
0
5
4
6
51
11320.26
68.25
111256
39
351.75
0
5
4
6
50
12000.89
68.25
117945
40
361.5
0
15
4
15
75
472.39
68.25
4643
41
371.25
0
24
4
25
81
173.95
68.25
1710
42
381
0
34
4
34
83
86.82
60.97
762
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