StructFlow

Tool · Structural wall

Structural wall biaxial P–Mx–My: parametric input, matching the original point by point.

Describe the section by wall length, thickness, two boundary elements, boundary element perimeter reinforcement, and double-layer web bar spacing. All bar positions are generated automatically, and the biaxial surface and check workflow of the rectangular column are reused.

Tool screen

Structural wall biaxial analysis screen
Fig. 1Default case SW1: the section produced by parametric input is identical to the original SW1 input file, and the interaction results agree point by point with the original output Biax_SW1.

P–M diagrams for the strong and weak axes

The figure below is taken from the actual calculation results of the calculation core for the default structural wall: design strength curves for θ = 0° and θ = 90°. They show the large difference in wall capacity between the strong and weak axes, which is exactly why a biaxial check cannot be omitted.

P–M interaction diagrams of a structural wall (strong and weak axes)06,00012,00018,00024,00030,000-2,0001,6675,3339,00012,66716,33320,000M (tf·m)P (tf)θ = 0° (about x-axis)θ = 90° (about y-axis)
Fig. 2Design strength φPn–φMn of the default structural wall (SW1) at θ = 0° and θ = 90°. The horizontal axis is the resultant moment.

Parametric input

Table 1Parameters of the structural wall tool
ParameterDescription
Wall length L, thickness twOuter dimensions of the wall
Boundary elementsEach end can be switched on or off; size and perimeter reinforcement are set independently
Web barsDouble layer, arranged automatically by spacing s, with the first row s/2 from the boundary element
Materials and confinementSame as the rectangular column: fc′, fy, tied or spiral
LoadsManual entry, or paste from an Excel or ETABS table

Describe your wall with parameters and leave the rest to the calculation core.

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