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")
Punching
Shear Check
Select
for checking two-way shear.
Click
the button
to the right to select the format of displaying the stress
distribution on a critical section either in the In Plane direction
or the Normal direction.
If
ACI318-11, 08, or 05 is selected in Concrete Design Code
If
Eurocode2:05 is selected in Concrete Design Code
Note Punching
Shear Check by Stress
Two-way shear check by
Force cannot reflect the shear stress due to unbalanced moments.
The user must independently check shear for floor slabs or foundation
mats where significant unbalanced moments are anticipated. Shear
check by Stress can reflect the shear stress due to unbalanced
moments.
[How to use this function]
Define
the type of display as follows:
One-Way Flexural Design
Display
one-way shear check results along the user-defined shear check
lines.
Click
to prompt the
dialog box, and then enter the locations for checking one-way
shear. [How
to use this function...]
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.
Operations
: Produce the flexural checking results
of wall elements in a text format.
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