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")
Force
Options
Element:
Display the contour using the internal forces calculated at each
node of an element.
Avg.
Nodal: Display the contour using the average internal nodal
forces of the contiguous elements sharing the common nodes.
Note
Avg
Nodal does not consider the simultaneity for the load case in
which maximum member forces are displayed about all elements such
as Moving Load Case, Settlement Load Case and Time History Load
Case.
Define
the type of display as follows:
Components
Rebar
Display the column strip reinforcement
status by diameter and spacing.
Output Contents : Top bar
(End : Center : End), Bottom bar (End : Center : End)
Middle Strip
If you check the Slab Design Result
checkbox in the lower part of the dialog, you can check the reinforcement
result of middle strip slab.
- For the design of
the middle strip slab, only the slab elements set as Sub-Domain
are calculated.
- Top bar: Calculate
the most unfavorable top bar including the Column Strip
area.
- Bottom bar: Calculates
the most unfavorable bottom bar, excluding the Column Strip area.
- If the bottom bar
of middle strip requires both Basic Rebar and Add Rebar,
it is output in two lines.
(Refer to
the figure below)
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As
(m^2/m)
Display the
area of the required reinforcement.
Resistance
Ratio
Display the ratio of the design
strength
Bending
Moment Diagram
Display the bending moment diagram
of the column strip
Unbalanced Moment
Display the unbalance moment of
the column strip, and the strength ratio considering the unbalance
moment (KCI2012 7.12.7 Commentary) at the node position of the
column.
Note
Determination
of Column Strip Design Member Force:
Operations
: Produce the design result in a text format.
:
Save the reinforcement design results in the model data.
Used
for Column Strip Checking
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