Transmission And Substation Foundations - Technical Design Manual

SECTION 7: DESIGN EXAMPLES

Design Example 2

Resultant Deflection (in)

Resultant Moment (kips-in)

Resultant Shear (kips)

0.1

0.2 0.3 0.4 0.5 0.6 0.7

10 20 30 40 50 60 70 80 90

0

0.2

0

0

0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6

0

0

0

2

2

2

4

4

4

6

6

6

8

8

8

10

10

10

12

12

12

14

14

14

16

16

16

Distance from PileTop (ft)

Distance from PileTop (ft)

18

Distance from PileTop (ft) 18

18

20

20

20

22

22

22

24

24

24

26

26

26

28

28

28

30

30

30

Resultant Deflection, Moment, and Shear Figure 7-7

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