Open checks: Configuration file > Result variables

On sheet Result variables is defined all settings for variables.

Results are presented in ascending order with smallest Result.ID on top.

Settings for double type results

ESAID

Internal result ID. Used for linking results with customised result tables. If more results should be presented in one column in Brief table, than result with lesser ID is presented more top and result with higher ID is presented below.

“Result.X”: string, where X is a place-holder for whole number. Any whole number is allowed. Usually starts with 0

Name

Name of variable. Defined on sheet Calculation in Script editor or in Table of variables. Visible in SCIA Engineer in command properties, where value for drawing is selected.

ESA unit

Define what unit is used for value in SCIA Engineer. In SCIA Engineer is possible to use few hundred units. See Setup – Units in SCIA Engineer. Defining proper unit id here is vital to proper linking result with SCIA Engineer. Without unit is result presented as unitless value. With proper unit, it reacts on unit setting in SCIA Engineer, like unit symbol, decimal length and output format.

id Unit name [default unit]
33 Geometry - Length [m]
34 Geometry - Angle [rad]
7 Geometry - Length-drawing [m]
8 Geometry - Length-drawing [m^2]
101 Geometry - Length [m^2]
2 Cross-section - Length [m]
141 Cross-section - Thickness [m]
3 Cross-section - Length [m^2]
4 Cross-section - Length [m^3]
5 Cross-section - Length [m^4]
6 Cross-section - Length [m^6]
0 Cross-section - Reinforcement length [m]
1 Cross-section - Reinforcement area [m^2]
68 Cross-section - Properties [m]
69 Cross-section - Properties [m^2]
70 Cross-section - Properties [m^3]
71 Cross-section - Properties [m^4]
72 Cross-section - Properties [m^6]
75 Cross-section - Surface [m^2/m]
129 Cross-section - Force [N]
130 Cross-section - [Nm]
73 Cross-section - Stress [Pa]
124 Cross-section - Coefficient [-]
131 Cross-section - [N/m]
14 Stiffness - Force [N]
15 Stiffness - Length [m]
16 Stiffness - Angle [rad]
24 Stiffness - Stress [Pa]
17 Stiffness - [Nm/rad]
18 Stiffness - [N/m]
19 Stiffness - [N/m^3]
20 Stiffness - [N/m^2]
21 Stiffness - [N/m]
22 Stiffness - [Nm]
23 Stiffness - [N/rad]
118 Stiffness - [Nm/m/rad]
149 Stiffness - [Nm^2]
12 Loads/Results - Force [N]
9 Loads/Results - Stress [Pa]
143 Loads/Results - Contact stress [kPa]
107 Loads/Results - Strain [1e-4]
10 Loads/Results - Length-impuls [m]
11 Loads/Results - Length-geom [m]
76 Loads/Results - Length-geom [m^2]
25 Loads/Results - Creep time [day]
13 Loads/Results - [Nm]
27 Loads/Results - [N/m]
26 Loads/Results - [N/m^2]
28 Loads/Results - [Nm/m]
135 Loads/Results - [Nm^2]
35 Deformation - Length [m]
36 Deformation - Angle [rad]
29 Mass - Mass [kg]
30 Mass - Weight [N]
47 Mass - Length-geom [m]
32 Others - Time [s]
136 Others - Fire Resistance time [min]
127 Others - Life time [year]
31 Others - Temperature [K]
137 Others - Fire Resistance temperature [°C]
128 Others - Temperature [K]
46 Others - Frequency [Hz]
58 Others - Thermal conductivity [W/mK]
132 Others - Thermal transmittance [W/m^2K]
59 Others - Specific heat [J/kgK]
67 Others - Sheeting [m^4/m]
64 Others - Combination Factor [-]
65 Others - Safety Factor []
66 Others - Unity Check [-]
74 Others - Relative deformation [-]
77 Others - Thermal expansivity [m/mK]
112 Others - Coefficient in exponation format [-]
114 Others - Length [-/m]
113 Others - Weight [kg]
115 Others - Discharge [m^3/s]
116 Others - Resistance [s]
117 Others - Transmissivity [m^2/s]
139 Others - Density of energy [J/m^3]
37 Others - [rad/m]
38 Others - [m/m]
39 Others - [m/mK]
40 Others - [kg/m^3]
41 Others - [N/m^3]
42 Others - [kg/m]
43 Others - [kg/m^2]
44 Others - Speed [m/s]
45 Others - Acceleration (input) [m/s^2]
60 Others - [m/N]
61 Others - [m^2/N]
62 Others - [m/N]
63 Others - [m^2/N]
90 Others - [kgm^2]
119 Others - [Ns/m]
120 Others - Output dimensions [m]
138 Others - Properties [1/m]
142 Others - Ratio [%]
48 Parameters - Length [m]
122 Parameters - Translation [m]
123 Parameters - Rotation [rad]
49 Parameters - Force [N]
50 Parameters - Moment [Nm]
51 Parameters - Line Load [N/m]
52 Parameters - Surface Load [N/m^2]
53 Parameters - Mass [kg]
54 Parameters - Line Mass [kg/m]
55 Parameters - Surface Mass [kg/m^2]
56 Parameters - Css length [m]
57 Parameters - Angle [rad]
91 Parameters - Time (history) [day]
104 Parameters - Stress [Pa]
140 Concrete - Reinforcement area per length [m^2/m]
78 Concrete - Strain [1e-4]
79 Concrete - Concrete stress [Pa]
121 Concrete - Concrete stress [Pa]
99 Concrete - Reinforcement stress [Pa]
103 Concrete - Check [-]
80 Concrete - Ratio [%]
81 Concrete - Coefficient [-]
82 Concrete - Relative humidity [%]
83 Concrete - Water content [l/m^3]
84 Concrete - Reinforcement diameter [m]
0 Concrete - Reinforcement length [m]
1 Concrete - Reinforcement area [m^2]
85 Concrete - Reinforcement percentage [%]
86 Concrete - Coefficient in exponation format [-]
87 Concrete - Rotation Spring constant [Nm/rad]
88 Concrete - Ef - Fictitious modules of elasticity [Pa]
89 Concrete - Design value of bending stiffness [Nm^2]
100 Concrete - Crack width [m]
125 Concrete - Reinforcement area on surface [m^2/m^2]
126 Concrete - Number of elements on surface [1/m^2]
145 Concrete - Number of elements per weight [1/kg]
92 Construction stages, prestressing - Phase [day]
93 Construction stages, prestressing - Ambient humidity [-]
94 Construction stages, prestressing - Steel Relaxation Time [s]
95 Construction stages, prestressing - Tendon Stress / Modulus [Pa]
96 Construction stages, prestressing - Tendon Length [m]
97 Construction stages, prestressing - Tendon Diameter, Anchorage set [m]
98 Construction stages, prestressing - Angles [rad]
105 Construction stages, prestressing - Acceleration - translation (results) [m/s^2]
106 Construction stages, prestressing - Acceleration - rotation (results) [rad/s^2]
108 Construction stages, prestressing - [Nm^2/m^2]
109 Construction stages, prestressing - [Nm^4/m^2]
133 Engineering report - Length [mm]
134 Engineering report - Font size [pt]
45 Dynamics - Acceleration (input) [m/s^2]
105 Dynamics - Acceleration - translation (results) [m/s^2]
106 Dynamics - Acceleration - rotation (results) [rad/s^2]
144 Dynamics - Seismic mode factor G(j) [-]
146 Currency - Price [€]
147 Currency - Price per weight [€/kg]
150 Currency - Price per volume [€/m^3]
148 Others - T_NOUNIT_PRECISION []

Extreme

Define what extremes are found and presented. It works together with Extreme setting in SCIA Engineer. Each extreme means one additional row in Brief table. Unless some extremes are in same section. In this case are result grouped into one row.

Hide zeros

Define if zero value is presented or excluded from presentation in both 3D scene and Brief table. It affects extreme finder. Like if zero is extreme or if some other non-zero extreme is found.

Reverse axis

Define if drawing result value is in opposite direction to selected axis.

Draw direction

Define in what direction is result presented. Directions are related to coordinate system setting (Principal or Member).

Color schema

Define in what colour style is result presented.

Draw style

Style of drawn results.

Lower draw limit

Define the minimal limit value for drawing. Value below limit is drawn as Not used/Below min. Value above limit is drawn OK/In between.

Upper draw limit

Define the maximal limit value for drawing. Value above limit is drawn as Not OK/Above max. Value below limit is drawn OK/In between.

 

Additional settings for string type results

Binded numeric result

Special setting for string type result. It defines master numerical result. SCIA Engineer shows in 3D scene numerical result and this is used if some string should be presented instead of number. Like for concrete, number of bars and diameter instead of reinforcement area.

Label orientation

Special setting for string type result. For string type result is possible to define in what direction it should be presented. Use 0 for numerical result.

Container for modification

Setting for string type result. Define if result is used as place-holder for modifications in SCIA Engineer. Use false for numerical results. If true, than value is used by another internal SCIA Engineer calculation to do some action according it. Using of this needs cooperation with SCIA Engineer developers to prepare additional functionality for it.