PRELIM ENG translation file 620
1	All OK
2	Close [Esc, Alt+F4]
3	Download program
4	updated. [Enter]
5	don't show
6	this message [Spacebar]
7	It's now available
8	Information for the users:
9	Information on the installation
10	Units of measure
11	Ok
12	Cancel
13	Angle
14	Temperature
15	Pressure
16	Force
17	Mass
18	Length
19	Sections
20	Edit vertex coordinates ...
21	Concrete
22	Steel
23	Wood
24	Precasted elements
25	Number of polygon sides
26	Rotate:
27	Mirror:
28	Compose:
29	Beam cutting width
30	2nd phase cast
31	Span cross section
32	Head cross section
33	Copy drawing
34	Section's parameters 
35	Format error in the file
36	Steel section archive not available in the path
37	Archive precasted elements not available in the path
38	Impossible to write file
39	Module PRELIM executing
40	Impossible to execute the program
41	modif.
42	Section parameters
43	Weight
44	Area
45	web thick.
46	perimeter
47	Span cross section
48	Log of editing
49	SPAN
50	HEAD
51	In situ cast
52	H slab
53	B slab
54	Dimension of the slab thickness
55	Dimension of the slab width
56	Drawing grid parameters
57	Draw grid
58	Left X
59	Bottom Y
60	Right X
61	Top Y
62	Step
63	Invalid input
64	input graph
65	output graph
66	Information on the installation
67	Product
68	Producer
69	User
70	Company
71	Product key
72	Additional information
73	Number of executions
74	&Print
75	&Print all the text
76	&Copy
77	&Copy all text
78	Copy Selection
79	&Index
80	&Expanded
81	&Collected
82	Copy
83	Delete
84	Show
85	Hide
86	Internal error
87	ATTENTION: the data in memory were not
88	saved to disk after the last changes.
89	If you confirm the choice with OK, the last
90	changes will be lost.
91	Unit of measure :
92	Settings
93	Top toolbar
94	Output preferences
95	Zoom buttons
96	Snap box
97	Viewfinder box and cursor
98	n. of decimals for lengths
99	n. of decimals for pressures
100	n. of decimals for forces and moments
101	Parameter for diagrams precision
102	Captions in graphs
103	Titles
104	File name
105	Date and time
106	B/W printer
107	Automatic draft output
108	Automatic recalc.
109	Colors and fonts setting
110	Colors
111	Fonts
112	Background color all drawings
113	Grid lines' color
114	Dimensions' color
115	Section 1 edge's color
116	Section 1 fill color
117	Section 2 edge's color
118	Section 2 fill color
119	Reinforcements A color
120	Reinforcements B color
121	Section 1 compressed zone's color
122	Section 2 compressed zone's color
123	Effective tension areas' color
124	Section 1 prestress color (tension)
125	Section 1 prestress color (compression)
126	Section 2 prestress color (tension)
127	Section 2 prestress color (compression)
128	Section 1 stress color (tension)
129	Section 1 stress color (compression)
130	Section 2 stress color (tension)
131	Section 2 stress color (compression)
132	Vertices' Labels
133	Rods' labels
134	Dimensions
135	Reading grid in graphs
136	Labels on ULS combinations
137	Labels on section's SLS stress values
138	Labels on reinforcements' SLS stress values
139	Labels on section's max+min SLS values
140	Labels on reinforcements' max+min SLS values
141	Captions in graphs
142	SLS check's text 
143	Check report
144	Rotate nodes
145	Center of rotation
146	angle (+clockw./-counterclockw.)
147	Mirror
148	Symmetric axis
149	Point 1
150	Point 2
151	Delete parents
152	Duplication not possible: limit of vertices reached
153	Duplication not possible: limit of reinforcements reached
154	type 1
155	type 2
156	origin
157	destination point
158	Move
159	Duplicate
160	Choice of dimensioning
161	horizontal
162	vertical
163	parallel
164	Labels:
165	Reinforcement number
166	Number of rods and diameter
167	Total area
168	Material
169	Visible
170	Description of combination
171	Safety factor
172	Solicitation 1
173	Solicitation 2
174	Solicitation 3
175	Inertia with respect to centroidal horiz. axis Jx
176	Inertia with respect to centroidal vertical axis Jy
177	Section's area
178	Coordinates of the centroid
179	calculation executing
180	Calculation executing
181	Automatic reinforcements generation
182	Save as default
183	Upper reinforcement
184	Lower reinforcement
185	Rectangular mesh reinforcements
186	Circular mesh reinforcements
187	Reinforcements' center - upper edge distance
188	Reinforcement area
189	n. of rods
190	diameter
191	Reinforcements' center - lower edge distance
192	N. of rods in
193	X insertion point
194	Y insertion point
195	Diameter of rods
196	Number of rods
197	Radius
198	center
199	Insert central rods
200	reinforcement
201	Covers not compatibles with section's depth
202	Too many reinforcements
203	Material properties
204	material
205	yield strength
206	stress limit in SLS Characteristic
207	Elastic modulus
208	Ultimate strain
209	Material database
210	add this material to archive
211	delete this material from archive
212	automatically calculated values
213	stress-strain relation
214	maximum stress SLS Quasi Perm. comb.
215	Ecm
216	fctm
217	Concretes' classes database
218	fck,cube 28
219	fck,cube 28
220	Import DXF file
221	Import
222	Open
223	Preview
224	DXF file
225	No lines found in active layers!
226	Wrong data
227	Arc center not identified
228	Impossible to read file
229	Impossibile perform the operation
230	Too many polygons
231	Too many vertices
232	Too many reinforcements
233	Error transfering data
234	Communication error
235	&File
236	&New analysis
237	&Load analysis
238	&Save analysis
239	Save analysis &as
240	Import DXF file
241	&Print drawing
242	&Settings
243	&Unit of measure
244	Drawing &grid
245	Choice &colors and font
246	&Miscellaneous
247	Exit (& Quit)
248	&Edit drawing
249	Select &vertices
250	Select vertices sec&tion 2
251	Select &reinforcements
252	Select reinforcements type &B
253	Select dimensions
254	&Copy image
255	Section &data
256	&General data
257	&Vertices
258	&Vertices section 2
259	&Reinforcements
260	&Reinforcements B
261	&Vrd calculation settings
262	&Crack control settings
263	ULS solicitations
264	SLS Infrequent (Characteristic) solicitations
265	SLS Frequent solicitations
266	SLS Quasi Permanent solicitations
267	&Analysis
268	&View
269	Zoom &Extension
270	Zoom &Window
271	Zoom &All
272	Zoom &In (wheel)
273	Zoom O&ut (wheel)
274	Pan
275	Pan &Nord
276	Pan Su&d
277	Pan E&st
278	Pan &West
279	&3D view
280	&Show
281	&Vertices labels
282	&Reinforcements labels
283	Section’s centroid
284	Grid
285	&Help
286	&www.sigmac.it
287	&Check for updates at startup
288	&Download new version
289	&Info
290	Rotate
291	Properties
292	general data
293	ULS CHECKS
294	LIMCD – N,Mx,My domain
295	Vy domain
296	FINDLIM – Mx domain with 3 materials
297	Enable section 2
298	Enable reinforcements type B
299	TENSIONAL CHECKS
300	Axial load and moment
301	Forced straight bending
302	Axial load and moment – 4 materials / 2 phases
303	CRACK CONTROL
304	automatic recalculation
305	concrete section
306	tensile reacting
307	material properties
308	material partial factor
309	long term effect factor
310	vert.
311	prestress configuration
312	geometry generation
313	material properties
314	cast in situ cross section
315	homogenization ratio
316	reinf.
317	Area/Ø  [mm]
318	reinforcements generation
319	reinforcement B
320	Imposed initial strain
321	Vrd parameters
322	stirrups
323	number of stirrups’ leg
324	stirrups’ diameter
325	stirrups’ inclination angle
326	stirrups’ spacing
327	incline rebars
328	n. of incline rebars per position
329	incline rebars’ diameter
330	incline rebars angle
331	incline rebars spacing
332	compression struts’ angle
333	web width
334	crack control parameters
335	Crack width’s limit in Frequent comb.
336	Crack width’s limit in Quasi Permanent comb.
337	load duration dipendent factor
338	bond coefficient
339	ULS solicitations
340	comb.
341	description
342	add new combination
343	delete combination
344	less visible rows
345	more visible rows
346	SLS infrequent combinations
347	SLS frequent combinations
348	SLS quasi permanent combinations
349	number of vertices
350	number of reinforcements
351	input n. of combinations
352	Error during update
353	Pre-processor unhooked
354	Data can be modified
355	Hide grid
356	Show grid
357	Hide viewfinder
358	Viewfinder precision
359	Section analysis files
360	All files
361	Section analysis files
362	Insert &section
363	&Add vertices to section
364	Insert se&ction 2
365	&Add vertices to section 2
366	Insert &reinforcement
367	&Add reinforcement
368	Insert &reinforcement B
369	&Add reinforcement B
370	Insert &grid of reinforcements
371	Insert &dimensions
372	&Add dimensions
373	Steel sections’ archive
374	Precasted beams’ archive
375	Cross section geometry
376	r.c. section analysis
377	reinforcements
378	A
379	Too many vertices
380	Combination
381	Rupture domain calculation with proc.
382	for section 2 the resistance parameters 
383	of the materials of section 1 are assumed 
384	Stress analysis with proc.
385	polygon section 2 is merged with polygon section 1 
386	Insert reinforcements from n.
387	both
388	only M+
389	only M-
390	&Drawing
391	N = const.
392	Mx = const.
393	My = const.
394	N axis’ plane
395	Mx axis’ plane
396	My axis’ plane
397	&Select labels
398	Reset all labels’ position
399	Analysis &report
400	ULS graph
401	SLS graph
402	Text
403	Vertices numbering
404	Reinforcements numbering
405	output
406	Labels visibility
407	Select reinforc.:
408	Select vertices:
409	Print report
410	Topics
411	Layout
412	Draft
413	WordProcessor
414	Exports
415	Close
416	Full report
417	General data and used formulas
418	Geometry
419	Section’s geometry and reinforcements
420	Solicitations
421	Solicitations for any combinations
422	Full stress report
423	All vertices and all reinforcements
424	Maximum stresses
425	Maximum stresses on materials
426	Check graphic symbols
427	Heading
428	Paragraph level
429	Extended report
430	Compact report
431	Change font
432	File RichTextFormat
433	No argument selected
434	with hardening
435	Unable to write file NPRELIM.INI
436	Format error in file
437	Unable to open file
438	Unrecognized units of measurement
439	Select labels
440	not assigned
441	Concrete section
442	Homogenized section
443	Units of measurement:
444	Section
445	centroid
446	R.C. section
447	Section completely
448	compressed
449	tensioned
450	Traction reacting section
451	Partial section
452	neutral axis
453	from
454	to
455	Crack width
456	The plane does not intersect the domain
457	Sagging bending failure
458	Hogging bending failure
459	Search failed
460	<minimum ratio>
461	Geometrical parameters
462	Infrequent:
463	Frequent:
464	Quasi Perm.:
465	Coordinate
466	vertex
467	Section 2
468	Longitudinal reinforcements
469	Materials properties
470	Section:
471	Cube strength
472	Cylinder strength
473	Long term effect factor
474	Partial factor
475	Compressive design strength
476	Average axial  tensile strength
477	Tensile strength for crack control
478	First crack’s tensile stress
479	Secant elastic modulus (crack control)
480	YES
481	NO
482	Mechanical characteristics
483	Compression
484	Traction
485	Strain limits
486	Infrequent combinations
487	Quasi permanent combinations
488	Stresses control
489	Load duration factor
490	Bond friction coefficient
491	Strain distribution coeff.
492	Crack control parameters
493	Reinforcements
494	Characteristic yield stress
495	Design yield stress
496	Elastic moudulus (crack control)
497	Homogeneization ratio
498	Material 3
499	Initial strain
500	Parameters referred to nuetral axis:
501	Stresses in vertices
502	Stresses in reinforcements
503	stress
504	Stresses in section 2’s vertices
505	Stresses in type 3 reinforcements
506	comb
507	Description
508	section
509	MAX
510	MIN
511	Ultimate neg. solicitations
512	Axis
513	Ultimate sollicitation
514	Ultimate strain
515	Ultimate pos. solicitation
516	angle
517	Section analysis
518	Materials
519	Ultimate Limit States
520	N,M failure checks
521	V failure checks
522	Safety ratio
523	Limit
524	Ratio
525	Serviceability Limit States
526	Max stresses in SLS Infrequent comb.
527	Max stresses in SLS Quasi Perm. comb.
528	Crack control in SLS Frequent
529	Crack control in SLS Quasi Perm.
530	desc
531	General data
532	Archive
533	Date of print
534	at
535	Measurements units:
536	Lenghts:
537	Forces:
538	Angles:
539	Standard
540	Active Standard:
541	Section data
542	Geometrical parameters
543	Concrete section
544	Centroid coordinates:
545	Steel total area
546	Solicitation parameters
547	Comb
548	ecc.
549	Characteristic combinations
550	Comb.
551	Ecc.
552	Frequent combinations
553	Quasi permanent combinations
554	Checks
555	Bending failure
556	Bending failure check
557	Safety ratio
558	Fail. Material
559	Safety ratio
560	Shear failure
561	Error messages procedure
562	Element without shear reinforc.
563	Shear reinforcements failure
564	Compression struts failure
565	Where:
566	depth of the section
567	minimum web width
568	shear reinforcement area
569	shear reinforcements’ step
570	shear reinforcements - horizontal axis angle
571	compression struts’  angle
572	increased coeff. Due to the presence of axial stress 
573	Tensile steel area
574	Stirrups
575	step
576	Inclined reinf.
577	Single bending
578	with traction at bottom edge.
579	Stresses limitation in service duty
580	Infrequent combination n.
581	Maximus stresses in the materials
582	Quasi Permanent combination n.
583	Cracks control
584	The calculation of the amplitude of the cracks is carried out 
585	for each load combination that requires it. 
586	 For this purpose the expression is adopted:
587	where:
588	Stress-strain relationship not defined.
589	Strain limits of the section not determined.
590	Imposed initial strain too large! Analysis not performed.
591	Dichotomous research not possible in combination
592	Dichotomous research failed.
593	Exceeded max number of iterations in combination
594	Section not defined
595	Reinforcements elastic modulus = 0
596	Reinforcements type B elastic modulus = 0
597	No one effective reinforcement.
598	Ro eff. = 0.
599	Concrete’s elastic modulus
600	Steel’s elastic modulus
601	Reinforcements not present.
602	Reinforcement out of the section’s polygon.
603	internal error
604	Insufficient data to perform the analysis
605	Negative or zero area.
606	Describe the section clockwise and the holes counterclockwise 
607	the analysis does not converge
608	Error sub
609	Area cast 1 negative.
610	Area cast 2 negative.
611	Attention: compressive struts’ inclination angle out of limits
612	average compressive stress too high
613	X coordinate
614	Y coordinate
615	Area / Ø[mm]  (ex.: "5D14")
616	SLS checks
617	ULS checks
618	All combination labels
619	Select section
620	Reinforcements labels reset