CEMP-E
TI 809-02
1 September 1999
(2) Horizontal bars, bent and lapped to be continuous with side-wall, top and bottom
bars will be provided on end and side-wall faces. See Figure 3-1 for distribution of
reinforcement in heavy machinery foundations.
L
Foundation Outline
W
150 mm (6") Max.
Bottom Reinforcement Shown
(Top Similar)
PLAN
Top Reinforcement
End Reinforcement
D
Side-wall Reinforcement
Bottom Reinforcement
Section (At End or Side-wall)
Figure 3-1. Machinery Foundation Reinforcing.
3-5
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