FDS Strip Foundation - Frilo

Optionally, you can design the
connecting reinforcement for
rising concrete walls.
Under permanent load, no gaping
joint must occur and under
the total load, gaping of the
foundation joint is only allowed
up to the centre of gravity.
The permissible soil pressure
refers to a partial surface A'
with the load application point
in its center.
The bending design is performed
in accordance with the
kh-method. The design moment
for the bending design is calculated
in the wall axis with masonry
walls and at the face with
concrete walls.
The shear reinforcement is
located at a distance equal to
h/2 from the left and right wall
edge. Outputs are:
the shear force at the design
section, Tau0,
Tau (including the shear
zone-specific reduction) and
the shear reinforcement resulting
from Tau.
According to DIN 1045, no
shear reinforcement is required
if the following applies:
max Tau0 < k1 . Tau0ll