Load 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 checking
Select to check the flexural check results for a slab.
Element: Display the strength verification results using the internal forces calculated at each node of the element.
Avg. Nodal: Display the strength verification 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 strength verification 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 strength verification results using the average of the moments in the slab elements that contain the selected node.
Top: Produce the strength verification results for the entered top bars due to negative moments..
Bottom: Produce the strength verification results for the entered bottom bars due to positive moments.
Both: Produce the maximum of the strength verification results for the Top and Bottom bars.
Dir. 1: Display the slab checking results for the reinforcing steel entered in Dir. 1.
Dir. 2: Display the slab checking 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(mm^2/m): Display the area of the reinforcement defined by the user.
Rho: The ratio of the area of the reinforcement defined by the user to the gross area.
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 flexural checking results of wall elements in a text format.
: Produce the flexural checking results of wall elements in a tabular format.
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