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This service provides results from the full mesh analysis. It may be used for results from any linear analysis, with or without dynamic analysis, with or without IRS analysis. It provides results in all supporting members, with easy selection of members per storey. Walls and columns may be represented on the same drawing.
Typical provided results are: internal forces, resultant forces per wall or per storey…
Pre-requisites for using Summary Storey Results:
Before using detailed storey results, make sure that all supporting members of the building are properly allocated to storeys. That information is essential for proper handling of storey results.
The service may be found in the Results service. It is available only after a successful analysis, if storeys are defined.
Mainly 2 types of results are available in this service:
For resulting forces, the Member grouping may be selected:
Type of loads
selection of the type of load
Load cases
list of available load cases; only if Type of loads = Load cases
Combinations
list available load case combinations; only if Type of loads = Combinations
Class
list of available result classes; only if Type of loads = Class
Envelope
Maximum / Minimum; select the maximum or minimum value of an envelope; only if Type of loads = Combinations or Class
Selection
type of selection; the possible choices are
Named selection
named selection that contains a set of storeys; only if Selection = Named selection
Storey
dropdown menu for selection of a single storey; only if Selection = Single storey
Section level
level where the section must be made across the supporting members in each storey; possible choices:
User defined section level
level of section in each storey; 0 = bottom of the storey, 1 = top of the storey
Filter
filtering of supporting members for the output; possible choices are
Wildcard
wildcard for name filtering of members; only if Filter = Wildcard
Material
list of available materials for material filtering of members; only if Filter = Material
Thickness
value of thickness for thickness filtering of members; only if Filter = Thickness/CSS; 0 = all thickness values
CSS
list of available cross-sections for filtering of members; only if Filter = Thickness/CSS
Layer
list of available layers for filtering of members; only if Filter = Layer
System
selection of coordinate system for output of internal forces in 1D members; possible choices are
for 2D members, the LCS is always used
Extreme
filter extreme results; possible choices are
Draw values
tick to draw values on the drawing
tick to draw values with their units on the drawing
Result type
selection of result type; possible choices are
Values on beams
main component to be displayed on 1D members (columns); possible choices are
Additional values
allow to show more than one result component simultaneously on the drawing for 1D members; possible choices: see Values on beams
When only the main component is selected (no additional value ticked), the selected component is drawn in the corresponding direction.
When one or more additional value is ticked, all selected components are listed in the plane of the screen for better readability.
Limit values
for each result component on 1D members, definition of min and max value for colour coding on the drawing. Colours may be configured in Settings > Colours/Lines.
Default colour coding is as follows:
Values lower than Vmin are display in red
Values between Vmin and Vmax are displayed in gray
Values greater than Vmax are displayed in blue
Values on slabs
main component to be displayed on 2D members (walls); possible choices are
Additional values
allow to show more than one result component simultaneously on the drawing for 2D members; possible choices: see Values on slabs
Limit values
for each result component on 2D members, definition of min and max value for colour coding on the drawing; see detailed description above
Diagram
style of diagram for internal forces in 2D members; possible choices are
Display total value
when ticked, the integral value of the displayed diagram is written, for each 2D member separately
Display average value
when ticked, the average value of the displayed diagram is written and the corresponding uniform diagram is drawn, for each 2D member separately
Only settings that behave differently from previous paragraph are listed here. For information about settings that are not listed here, please refer to previous paragraph “Internal forces”.
Result type
selection of result type; possible choices are
Member grouping
selection of location type for resulting forces; possible choices are
Resulting forces in 1D members (columns) are identical to internal forces in 1D members.
Resulting forces in 2D members (walls) compute the resultant at the center of each wall, according to a dedicated local coordinate system, regardless of the System output setting. The coordinate system that is used is the same as the LCS of a vertical rib placed in the middle of the wall. It is also the same coordinate system that is used for integration strips.
In this way, resulting forces in walls can be easily displayed together, consistently with internal forces in columns on a single drawing.
Only settings that behave differently from paragraph “Internal forces” are listed here. For information about settings that are not listed here, please refer to paragraph “Internal forces”.
Result type
selection of result type; possible choices are
Member grouping
selection of location type for resulting forces; possible choices are
Location
defines how values are obtained from the 2D finite elements, using various interpolation methods (for more information, see Location)
System
selection of coordinate system for output of resulting forces by storey; possible choices are
UCS
selection of a UCS from the UCS library, to be used as reference system for output of resulting forces by storey
Values
main component of resulting force; possible choices are
Fx, Fy, Fz = resulting force according to X,Y,Z axis of selected coordinate system
Mx,My,Mz = resulting moment around X,Y,Z axis of selected coordinate system
