Transmission And Substation Foundations - Technical Design Manual
SECTION 7: DESIGN EXAMPLES Design Example 14
Resultant Deflection (in)
Resultant Shear (kips)
Resultant Moment (kips-in)
0
-0.05
0.4
0.6
0.8
1
0
20
40
60 80
100 120
0
0.2 0.4
0.6 0.8
1
1.2
0
0
0
2
2
2
4
4
4
6
6
6
8
8
8
10
10
10
12
12
12
14
14
14
5
16
16
16
18
18
18
20
20
20
22
22
22
24
24
24
26
26
26
28
28
28
30
30
30
Distance (ft) from Pile Top (ft)
Distance (ft) from Pile Top (ft)
Distance (ft) from Pile Top (ft)
32
32
32
34
34
34
36
36
36
38
38
38
40
40
40
42
42
42
44
44
44
46
46
46
48
48
48
Output from Group Software, maximum design loads: Compression: 128.32 kip Tension: 122.21 kip Moment: 112.00 kip∙in Therefore, with Factor of Safety (FS) = 2 Required ultimate capacities: Q ult = 256.64 kip (compression), 244.41 kip (tension)
7-42 | www.hubbell.com/hubbellpowersystems
Made with FlippingBook - Online catalogs