EC
1. Between hours 1:00 to 24:002. Current document units is in Meters3. Conversion to Meters will be applied = 1.0004. [1 of 7] Writing simulation parameters...5. [2 of 6] No context surfaces...6. [3 of 6] Writing geometry...7. [4 of 6] Writing materials and constructions...8. [5 of 7] Writing schedules...9. [6 of 7] Writing loads and ideal air system...10. [7 of 7] Writing outputs...11. ...... idf file is successfully written to : c:\ladybug\Freeformtower_IDF\EnergyPlus\Freeformtower_IDF.idf12. 13. Analysis is running!...14. ......
Done! Read below for errors and warnings:
15. 16. Program Version,EnergyPlus-Windows-64 8.1.0.009, YMD=2015.04.04 23:39,IDD_Version 8.1.0.00917. 18. ************* IDF Context for following error/warning message:19. 20. ************* Note -- lines truncated at 300 characters, if necessary...21. 22. ************* 577 Zone,23. 24. ************* Only last 1 lines before error line shown.....25. 26. ************* 578 Freeformbuilding27. 28. ** Warning ** IP: IDF line~578 Comma being inserted after:" Freeformbuilding" in Object=ZONE29. 30. ** Severe ** Out of range value Numeric Field#5 (Type), value=0.00000, range={>=1 and <=1}, in ZONE=FREEFORMBUILDING31. 32. ************* IDF Context for following error/warning message:33. 34. ************* Note -- lines truncated at 300 characters, if necessary...35. 36. ************* 586 BuildingSurface:Detailed,7341.
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4, 3, 7, 7, 7, 8
would need to be
5, 6, 7, 8, 4, 3, 7, 8
ideas?
current workaround (kangaroo dupPt component) removes all duplicates from list, tho does maintain order.
thx…
4 to 9
Is there a way to do this with the list or sequence components other than retrieving individual list items and then lofting between each list item (circle). There must be a more elegant way to do this.
Thanks very much.
please see the attached definition as a sample...…
ements between mid axes of elements ( being perpendicular to both). On the attached image, the links are the small elements connectiong nodes 4 to 5, 6 to 7 and 8 to 9. All nodes (1 to 9 including 1', 2', 3') are defined in Karamba as fixed supports but nodes 1,1', 2, 2', 3, and 3' have hinges added with the beam joint component. The freed rotations are shown on the figure.
I wondered if that was the correct way of defining such a structure in Karamba bearing in mind that nodes 1', 2' and3' are free nodes in the reality.
Thanks again for your help !
Yousef…
s
(distance from Spine to Profile)
4) Create Circles at each floor
5) Rotate Each Floor by twisted amount
(according to height of floor)
6) Divide each floor by number of Flutes
7) Flip Matrix of Flute Points (version 0.7)
(if using v0.6 then search flip matrix on site for method)
(Rows to Columns)
8) Interpolate Curve through Flute Points
9) Mirror Flute Curves
10) Create display grid
11) Make a vector 2Pt from the floor centre
to the corresponding display point…
I extract the first two with a "Redim Preserve t(1)" command.
In the first case, the redim is correct, Line 7 = Line 2 and Line 8 = Line 3. It just kept the first two values like it is supposed to be.
But, for the second curve starting Line 9, some t values are messed up after the Redim. Line 16 = Line 17 despite Line 11 was different from Line 12. That's what is creating a problem later in the Split.
Weird.
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