Load Cases/ Combinations
Select
a desired load case or load combination. Click
to the right to enter new or modify existing load
combinations. (Refer to "Static Load Cases / Combinations")
Flexural Design
Select
to check the flexural design results for a slab.
Element: Display the
automatic design results using the internal forces calculated
at each node of the element.
Avg. Nodal: Display
the automatic design results using the average internal
nodal forces of the contiguous elements sharing common
nodes.
Element: Depending on
the selected option above (Element or Avg.Nodal), produce
the automatic design results for moments at each node
of the elements that define the slab.
Width: Depending on
the selected option above (Element or Avg.Nodal), produce
the automatic design results using the average of the
moments in the slab elements that contain the selected
node.
Top: Design top bars
for negative moments.
Bottom: Design bottom
bars for positive moments.
Both: Produce the larger
of the Top and Bottom bars.
Dir. 1: Display the
slab design results for the reinforcing steel entered
in Dir. 1.
Dir. 2: Display the
slab design results for the reinforcing steel entered
in Dir. 2.
One-Way Flexural Design
Display
the bending moments of the floor slab elements along a
cutting line, and produce the design results of reinforcement.[Details...]
Element Edge
Specify
the direction to produce the one-way shear check results
of the slab elements with reference to the user-defined
Cutting Line.
Both: Produce the Max/Min
one-way shear check results of the slab elements on both
sides of the user-defined Cutting Line.
Left: Produce the one-way
shear check results of the slab elements on the left side
of the user-defined Cutting Line.
Right: Produce the one-way
shear check results of the slab elements on the right
side of the user-defined Cutting Line.
Note
When the user-defined Cutting
Line does not pass through the Mesh Line, Both, Left and
Right will produce the same one-way shear check results.
Components
Rebar
Display the spacing of rebars
in contour, which are placed in a slab using the standard
rebar sizes defined in the Design Criteria for Rebars.
As_req(mm^2/m)
Display the area of the required
reinforcement.
Rho_req
The ratio of the area of the required
reinforcement to the gross area
x/d
The ratio of the neutral axis depth
to the effective depth
Resistance
Ratio
The ratio of the design moment
to the moment resistance when the designed rebar spacing
is applied.
Wood Armer Moment
Display
the Wood Armer Moments in contour.
Note. Wood-Armer
formula for skew reinforcement
Operations
: Produce the detail
flexural design results of slab elements in a text format.
: Produce the flexural
design forces of slab elements in a tabular format.
: Update the rebar
quantity for each slab element. The updated rebar data
is used for strength verification.
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