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Footing distribution
External
Central
node
External
node
node
External
node
8.1 Foundations
The foundations (which are merely a guide) have been estimated on an admis-
sible load resistance of 1.5 kg/cm2, although it may also be applicable to
grounds with an admissible load resistance of 1kg/cm2.
The cement used will have a minimum characteristic resistance load of 15 N/
mmm2. (HA-25) and the estimated control level is reduced.
Each footing will have upper and lower reinforcement.
The following calculations must be reconsidered, depending on the specific
location, geotechnical study and the level of control.
Foundations for the tower base footings (Central node)
Reinforcement
Direction
of the
guy-wires
Reinforcement
(*) Place an U-bolt for every guy-wire.
Foundation details
Plan view
Side view
A
(
)
*
B
Plan view
(
*
)
h
Side view
19
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