General
Pier Footing Template:The code check template is utilized to extract global parameters, results from finite element analysis, and limit states employed in the design process.
Select Pier Footing: Select Pier footing for code check.
Distance in Longitudinal Direction From Centroid: This parameter is utilized to identify the location for code checking. The results are extracted from this location, and the extracted FEComposite results are used in computations. The longitudinal direction refers to the direction along PGL.
Distance in Transverse Direction From Centroid: This parameter is utilized to identify the location for code checking. The results are extracted from this location, and the extracted FEComposite results are used in computations. The transverse direction refers to the direction perpendicular to PGL.
Check For: In certain situations, the user may only wish to verify flexure in certain regions. For instance, the area located beneath a pier may be excluded from the shear check.
Flexural Reinforcements
Reinforcement Material:
Longitudinal Direction Reinforcements
The longitudinal direction refers to the direction along PGL.
Top or Bottom
Rebar Profile
Spacing of Reinforcements
Distance to Extreme Fiber
Transverse Direction
The transverse direction refers to the direction perpendicular to PGL.
Top or Bottom
Rebar Profile
Spacing of Reinforcements
Distance to Extreme Fiber
Shear Reinforcements
Shear Reinforcement Profile in Longitudinal: The longitudinal direction refers to the direction along PGL.
Shear Reinforcement Profile in Transverse: The transverse direction refers to the direction perpendicular to PGL.
Spacing in Longitudinal Direction:
Spacing in Transverse Direction:
No. of Legs in Longitudinal Direction:
No. of Legs in Transverse Direction:
Shear Reinforcement[Include/Ignore]: If no shear reinforcement is necessary or defined, the user should select "ignore" here. This will deactivate all shear reinforcement inputs.
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