Anchor |
Tension Load
N ua = 10,000 lb
|
Shear Load
V ua =-15,000 lb
|
Shear Load x direction
( lb / anchor)
|
Shear Load y direction
( lb / anchor)
|
1 |
625 |
937.5 |
0 |
-937.5 |
2 |
625 |
937.5 |
0 |
-937.5 |
3 |
625 |
937.5 |
0 |
-937.5 |
4 |
625 |
937.5 |
0 |
-937.5 |
5 |
625 |
937.5 |
0 |
-937.5 |
6 |
625 |
937.5 |
0 |
-937.5 |
7 |
625 |
937.5 |
0 |
-937.5 |
8 |
625 |
937.5 |
0 |
-937.5 |
9 |
625 |
937.5 |
0 |
-937.5 |
10 |
625 |
937.5 |
0 |
-937.5 |
11 |
625 |
937.5 |
0 |
-937.5 |
12 |
625 |
937.5 |
0 |
-937.5 |
13 |
625 |
937.5 |
0 |
-937.5 |
14 |
625 |
937.5 |
0 |
-937.5 |
15 |
625 |
937.5 |
0 |
-937.5 |
16 |
625 |
937.5 |
0 |
-937.5 |
e c1, N( wrt x direction) 0.00 in |
e cV |
||
tension eccentricity |
e c2, N( wrt y direction) 0.00 in |
shear eccentricity |
0.00 in |
< g > |
= highest loaded anchor in tension |
= highest loaded anchor in shear |