Load Patterning
The load patterning algorithm takes a given load combination and creates a set of sub load combinations for it to check. For example, a load combination containing wind would not apply both pressure and suction at the same time, but instead apply all the loads with both pressure followed by all the loads with suction.
Mandatory Patterns
Wind and seismic both have mandatory load patterning that the user cannot disable.
Load Type | Description |
---|---|
Wind | Splits the load combination into one with pressure, and one with suction. |
Seismic | Due to not knowing the direction of the acceleration from the seismic event, the seismic loads are all checked in all directions. |
Live Load Patterning
Live loads are patterned first by grouping them based on their span and by which side of the member the load is on. Specifically, the direction of the applied load are considered for point loads. And the sign of the applied moment are considered for point moments.
In the case of Uniaxial column design, the following patterns are checked for both front and back sides of the column.
All loads
All loads on the front face
All loads on the back face
Alternating front and back faces between supports.
In the case of Biaxial column design, the following patterns are checked for all four sides of the column.
All loads
All loads on the front face
All loads on the back face
Alternating front and back faces between supports
All loads on the left face
All loads on the right face
Alternating left and right faces between supports
All loads on the front and left faces
All loads on the back and right faces
Alternating front and left, back and right faces between supports
All loads on the front and right faces
All loads on the back and left faces
Alternating front and right, back and left faces between supports
The above automated patterning does not always guarantee the critical case is identified. Point moments cause discontinuities in the moment curve and reverse the sign of the diagram instantaneously. There are situations where the standard patterning approach may not fully capture the most critical loading scenario. If there is concern about unaccounted load effects, users should manually adjust and verify load patterns as needed.
Example: Live Load Patterning for an Uniaxial Column
The following diagram illustrates a column with eight live loads: V1, V2, V3, V4, V5, V6, L1 and L2.
The software currently applies LL patterning by checking the following load combinations:
All Live loads
V1 + V3 + V5 + L1
V2 + V4 + V6 + L2
V1 + V4 + V5 + L1
V2 + V3 + V6 + L2
These patterns ensure that different load distributions are considered in the structural analysis, capturing various possible scenarios for applied loads.