NONE, in SIZING:PARAMETERS". I'm not sure of where to start in troubleshooting this. I've attached the file.
Thank you,
See the errors and warnings below:
{0;0;0}
0. Current document units is in Meters
1. Conversion to Meters will be applied = 1.000
2. [1 of 8] Writing simulation parameters...
3. [2 of 8] Writing context surfaces...
4. [2 of 8] Writing context surfaces...
5. [3 of 8] Writing geometry...
6. [4 of 8] Writing Electric Load Center - Generator specifications ...
7. [5 of 8] Writing materials and constructions...
8. [6 of 8] Writing schedules...
9. [7 of 8] Writing loads and ideal air system...
10. [8 of 8] Writing outputs...
11. ...
... idf file is successfully written to : R:\Green\SuRG\Building_Performance_Analysis\2016_analysis_studies\Energy_Analysis_Comparison\Honeybee_+_Ladybug\tutorial01\EnergyPlus\tutorial01.idf
12.
13. Analysis is running!...
14. ...
...
Done! Read below for errors and warnings:
15.
16. Program Version,EnergyPlus, Version 8.5.0-c87e61b44b, YMD=2016.10.31 11:39,IDD_Version 8.5.0
17.
18. ************* IDF Context for following error/warning message:
19.
20. ************* Note -- lines truncated at 300 characters, if necessary...
21.
22. ************* 24 Sizing:Parameters,
23.
24. ************* Only last 1 lines before error line shown.....
25.
26. ************* 25 None, !- Heating Sizing Factor
27.
28. ** Severe ** IP: IDF line~25 Invalid Number in Numeric Field#1 (Heating Sizing Factor), value=NONE, in SIZING:PARAMETERS
29.
30. ** Warning ** IP: Note -- Some missing fields have been filled with defaults. See the audit output file for details.
31.
32. ** ~~~ ** Possible Invalid Numerics or other problems
33.
34. ** Fatal ** IP: Errors occurred on processing IDF file. Preceding condition(s) cause termination.
35.
36. ...Summary of Errors that led to program termination:
37.
38. ..... Reference severe error count=1
39.
40. ..... Last severe error=IP: IDF line~
, value=NONE, in SIZING:PARAMETERS
41.
42. ************* Warning: Node connection errors not checked - most system input has not been read (see previous warning).
43.
44. ************* Fatal error -- final processing. Program exited before simulations began. See previous error messages.
45.
46. ************* EnergyPlus Warmup Error Summary. During Warmup: 0 Warning; 0 Severe Errors.
47.
48. ************* EnergyPlus Sizing Error Summary. During Sizing: 0 Warning; 0 Severe Errors.
49.
50. ************* EnergyPlus Terminated--Fatal Error Detected. 1 Warning; 1 Severe Errors; Elapsed Time=00hr 00min 9.34sec
51.…
ee 3)
{5}
0 15
{6}
0 16
And I want to place points at every possible combination of these coordinates, treating Tree 1 as X coordinates, Tree 2 as Y coordinates, and Tree 3 as Z coordinates. Also, I would like the list of points to be a tree with paths corresponding to the coordinates. Wouldn't it be nice if I could plug these trees into a Point XYZ, with a new "branch cross reference" method, and get the following result?
{0:3:5}
0 {10.0, 13.0, 15.0}
{0:3:6}
0 {10.0, 13.0, 16.0}
{0:4:5}
0 {10.0, 14.0, 15.0}
{0:4:6}
0 {10.0, 14.0, 16.0}
{1:3:5}
0 {11.0, 13.0, 15.0}
{1:3:6}
0 {11.0, 13.0, 16.0}
{1:4:5}
0 {11.0, 14.0, 15.0}
{1:4:6}
0 {11.0, 14.0, 16.0}
{2:3:5}
0 {12.0, 13.0, 15.0}
{2:3:6}
0 {12.0, 13.0, 16.0}
{2:4:5}
0 {12.0, 14.0, 15.0}
{2:4:6}
0 {12.0, 14.0, 16.0}
In this form of cross referencing, every combination of individual branches from the different lists is used as separate input, and the output for each combination is put onto a branch in the result whose path is the concatenation of the input branch paths used.…
Added by Andy Edwards at 7:03pm on November 3, 2009
segments (ie. polylines)
2 = conic section (ie. arcs, circles, ellipses, parabolas, hyperbolas)
3 = standard freeform curve
5 = smoother freeform curve
The higher the degree, the less effect a single control-point has on the curve, but the further that weak effect reaches. Degree=5 curves are smoother, but it's also harder to add local details to it without adding a lot of control points. Rhino supports curves up to degree=11, but you almost never need more than 5.…
om frame -5 till frame -10 a frame spacing of 100mm is used,
etc.
Frame 0 is located on X=0 mm
Frame -5 will be on X=-500 mm
Frame -6 will be on X=(X of frame -5) -25 = -525 mm
Frame -11 wil be on X= ((X of frame -10) -10 = ?? mm
etc.
Cheers,
Bas…
ggle A
7. Toggle A
8. Toggle 2
9. Toggle 3
10. Toggle A
11. Toggle A
12. Toggle 3
I was thinking to use somehow slider and animate option....but without luck
Any idea would be appreciated…
this, you'll have no horizontal force at the roller, but you will have it at the pinned support. If you wouldn't, then the structure will be displaced.
Usually, in 2 dimensional structures, if you want to know if an articulated structure is isostatic (as opposed to hyperstatic, which is what you have right now) is to use the following formula:
b+c-2·n=0;
b being the number of bars, c the number of constraints you have and n the number of nodes. In your case: b=19, c=3 (displacements constrained in X, Z at your pinned support and only constrained in Z at your roller support) and n=11, so: 19+3-2·11=0.
I recommend you to download the app SW Truss, as it's very useful to check your results instantly.…