MURO ENG translation file 796
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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	Drawing grid parameters
20	Draw grid
21	Left X
22	Bottom Y
23	Right X
24	Top Y
25	Step
26	Invalid input
27	input graph
28	output graph
29	Information on the installation
30	Product
31	Producer
32	User
33	Company
34	Product key
35	Additional information
36	Number of executions
37	&Print
38	&Print all the text
39	&Copy
40	&Copy all text
41	&Index
42	&Expanded
43	&Collected
44	Show
45	Hide
46	Unit of measure :
47	ATTENTION: the data in memory were not
48	saved to disk after the last changes.
49	If you confirm the choice with OK, the last
50	changes will be lost.
51	&Miscellaneous
52	Top toolbar
53	miscellanea
54	Zoom buttons
55	Snap box
56	Viewfinder box and cursor
57	n. of decimals for lengths
58	n. of decimals for pressures
59	n. of decimals for forces and moments
60	Automatic draft output
61	Captions in graphs
62	Titles
63	File name
64	Date and time
65	B/W printer
66	Colors and fonts setting
67	Colors
68	Fonts
69	Background color
70	Grid lines' color
71	Wall color
72	Surcharges
73	Strip loads
74	Forces/moment
75	Water
76	Dimensions
77	Vertices labels
78	Layers labels
79	Dimension labels
80	Grid labels
81	Loads labels
82	Diagrams labels
83	Captions in graphs printout
84	Mirror
85	Symmetric axis
86	Point 1
87	Point 2
88	Delete originals
89	Duplication not possible: limit of vertices reached
90	Duplication not possible: limit of reinforcements reached
91	Move
92	Duplicate
93	Wall slope calculation
94	A vertex
95	B vertex
96	Layer
97	front
98	back
99	Invalid vertex number
100	Uniform distributed loads
101	Add
102	Delete
103	Back surface
104	Front surface
105	Load N
106	Load description
107	Load type
108	Load
109	Label
110	Permanent
111	Variable
112	Load applied to the wall
113	Forces
114	Moments
115	Force N
116	Description
117	Action type
118	Direction
119	Abscissa X
120	Abscissa Y
121	Moment N
122	Strip loads
123	Back
124	Front
125	Width
126	Distance
127	Depth
128	Thrust coefficients
129	Automatic cursor
130	Ground
131	Partial safety factors
132	Actions
133	Ground properties
134	Comb.
135	De-stabilising perm. 
136	Stabilising perm. 
137	De-stabilising var.
138	Tan(Ø)
139	C’’
140	Cu
141	qu
142	Partial load factor
143	Default
144	Comb.
145	Tan(Ø)
146	Cohesion
147	qb
148	
149	Kp
150	Wall+ground weight
151	Thrust
152	Load combinations and partial safety factor
153	Checks to perform
154	Partial factors: Actions – Materials – Strength
155	Overturning
156	Sliding
157	Bearing capacity
158	Wall stem
159	Footing
160	Comb. N
161	Sao
162	Sav
163	Spo
164	Spv
165	WM
166	WTm
167	WTv
168	SH2Om
169	SH2Ov
170	FiMo
171	FiMVb
172	FiMVa
173	FiTo
174	FiTVb
175	FiTVa
176	DSao0
177	DSao1
178	DSao2
179	DSao
180	DSav0
181	DSav1
182	DSav2
183	DSav
184	SpoS0
185	SpoS1
186	SpoS2
187	SpoS
188	SpvS0
189	SpvS1
190	SpvS2
191	SpvS
192	SdH2Om
193	SdH2Ov
194	Cond
195	Labels composition
196	Layers
197	Soil descrption
198	Unit weight
199	Friction angle
200	Transparent
201	Value
202	Application point coordinates
203	Strip loads
204	Value q
205	Seismic level S
206	Response factor R
207	Verticl loads factor
208	Reduction factor for backfill inertial force
209	Reduction factor for maximum acceleration
210	Topographic amplification coefficient Ss
211	Seismic horizontal factor Kh
212	Seismic vertical factor ± Kv
213	Seismic zones
214	Allowable displacements
215	Application height
216	of the thrust increment
217	Ground permeability
218	Permeable
219	Impermeable
220	Kv adopted
221	Passive thrust calculation with static Kp
222	Passive thrust calculation with dynamic Kp
223	Automatic calculation of Kh and Kv
224	Stratigraphy description
225	Type
226	Work topographic site
227	Category
228	Seismic conditions
229	D.M. 1996 standard
230	Seismic zone parameters
231	Standard rule
232	Seismic thrust must be applied to the wall
233	Very rigid lithoid layers or homogeneous soils
234	Deposits of sand or gravel very thickened
235	Deposits of moderately thickened sand or gravel
236	Deposits of loose or little thickened granular soils
237	Land profiles consisting of superficial alluvial layers
238	<not identified>
239	Flat surface or slope with average inclination  £ 15 [deg]
240	Slope with average inclination > 15 [deg]
241	Reliefs with width on the top << than at the base and 15£ i £30 [deg]
242	Reliefs with width on the top << than at the base and i > 30 [deg]
243	Seismic conditions
244	Global data
245	Wall density
246	Right water table depth
247	Left water table depth
248	M (right slope)
249	V (left slope)
250	Active
251	Passive
252	Seismic check
253	Automatic recalculation
254	Calculation of coefficient of earth pressure 
255	Rankine
256	Muller-Breslau
257	Compute thrusts with Ko
258	Standard
259	Point of application of the thrusts (global checks)
260	Thrusts on wall
261	Thrusts on ground
262	General given
263	Friction coefficient ground-wall
264	Project description
265	Work type
266	Site
267	Designer
268	Project manager
269	Company
270	Title 1
271	Title 2
272	General descriptions for report
273	Import DXF file
274	Import
275	Open
276	Preview
277	Wall generation
278	Cantilever wall
279	Gravity wall
280	Water table depth
281	Load q
282	Front layer height
283	Beta e
284	Beta i
285	Base
286	Height
287	Wall with key
288	Without key
289	Key at Rt side
290	Key at L side
291	Define the geometry of the wall
292	Define the geometry the key
293	saved on disk after last input
294	If you confrm this operation before saving,
295	the last changes will be lost.
296	Stem lower thickness
297	Footing back section
298	Retaining walls check
299	&File
300	&New wall
301	&Load wall
302	&Save wall
303	Save wall &as
304	Import D&XF file
305	&Print drawing
306	Se&ttings
307	&Unit of measure
308	&Grid
309	Choice &colors and font
310	&Miscellaneous
311	Exit (&Quit)
312	Graphic &Edit
313	&Insert
314	Wall &vertices
315	&Layers
316	Water &table
317	Su&rcharges
318	&Forces and moments
319	&Strip loads
320	&Dimensions
321	&Select
322	F&orces
323	&Moments
324	&Labels
325	&Copy image
326	Wall &data
327	Project &description
328	&General data
329	&Seismic conditions
330	& Vertices
331	Soil &properties
332	Back and front layers
333	Layers under &footing
334	Slope
335	Check &sections
336	&Loads
337	on &ground surface
338	on &wall
339	&Uniformly distributed
340	&Forces and moments applied to the wall
341	&Combinations
342	&Compute
343	&View
344	Zoom &Extension
345	Zoom &Window
346	Zoom &Previous
347	Zoom &All
348	Zoom &In (wheel)
349	Zoom O&ut (wheel)
350	Pan &Nord
351	Pan Su&d
352	Pan E&st
353	Pan &West
354	&3D View
355	&2D View
356	&3D View
357	&Show
358	&Forces
359	&Strip loads
360	Stratigraphy &under footing
361	&Vertex numbers
362	&Grid
363	Layers &dimensions
364	Strip loads &dimensions
365	Soils &labels
366	Loads &labels
367	&Tools
368	Change &coordinates system
369	&Help
370	&Guide
371	I&ndex
372	&Check for updates at startup
373	&Download new version
374	&Info
375	Properties
376	Reset
377	Snap
378	Viewfinder
379	Hide grid
380	Show grid
381	Hide viewfinder
382	Viewfinder precision
383	Colors choise
384	File ENG wall check
385	All files
386	Define wall before combinations
387	Define layers
388	Number of soils exceed maximum
389	Forces and moments input
390	Force direction:
391	Action longstanding
392	Load data
393	Moment
394	Horizontal
395	Vertical
396	Load vertical position not valid
397	Load horizontal position not valid
398	Strip load input
399	Z coord
400	Width L
401	left
402	right
403	Strip load value not ammissible
404	Load depth not ammissible
405	Surcharge input
406	Surcharge type
407	Surcharge value not ammissible
408	Backfill slope
409	Slope type
410	Inclined
411	Broken
412	Slope
413	Moments properties
414	Moment type:
415	Water table properties
416	Forces properties
417	Force type
418	Force direction
419	Strip loads properties
420	Load condition
421	Load definition
422	Action definition
423	Vertex 1
424	Vertex 2
425	Distance from vertex 1
426	horizontal
427	vertical
428	parallel
429	Selected dimensions: n.
430	Surcharges properties
431	Layers properties
432	Top layer
433	Soil type
434	Layers properties
435	Soil properties
436	Hatch
437	Cohesion coeff.
438	Consolidation coeff.
439	Stiffness coeff.
440	Coordinate
441	Selected vertices:
442	Section dimensions
443	Coord.Z
444	Vertex 1
445	Vertex 2
446	Change coordinates system
447	system
448	Hatch choise
449	<No hatch defined>
450	Wall check sections
451	Sliding friction coeff.
452	Center of overturning: vertex n.
453	Left vertex of footing
454	Right vertex of footing
455	Horizontal component
456	Vertical component
457	Passive soil contribution
458	Check section on wall
459	Wall sliding/bearing pressure
460	Wall overturning
461	Sections
462	Position
463	
464	comb.
465	
466	
467	Report printout
468	Items
469	Layout
470	WordProcessor
471	Export
472	Close
473	Title and global data
474	Geometry
475	Solicitations
476	Full stress report
477	Maximum stresses
478	Pages numbering from
479	Page heading
480	Printout
481	File RichTextFormat
482	No item selected
483	Back layers
484	Front layers
485	Double click: beta calculation
486	Layer N
487	Height
488	Beta
489	Heights must be decreasing
490	Layers under footing
491	Soils features
492	Hatch
493	Dimension choise
494	Section vertices
495	vertex
496	coordinate
497	Wu =
498	Fi =
499	F =
500	q =
501	L =
502	-
503	<without titles>
504	<without file name>
505	Slope inclination greater than the soil friction angle less seismic margin.
506	Insufficient data to perform analysis
507	First vertex of the wall must be the lowerleft one
508	of the toe slab, the next have to proceed  clockwise.
509	No layer defined
510	No layer defined back and in front of the wall
511	The heights of the front layers must be decreasing
512	The heights of the back layers must be decreasing
513	The heights of the layers under foundation must be decreasing
514	Water table height to be controlled
515	Define load combinations
516	Select the vertex respect whom check the overturning
517	Choose the vertices with respect whom to make the required check
518	Slope inclination greater than the soil friction angle.
519	Passive thrust greather than active thrust
520	qlim computation: maximum number of iterations exceeded
521	qlim computation: H wedge under the foundation
522	is greater than the height of layers.
523	Modify the lower height of the lower layer otherwise input another one
524	No layers were inserted under the foundation.
525	It is adopted as the value of the average friction angle of the ground under the foundation
526	 the average value of the friction angles of the back and front grounds
527	The average of the specific weights of the lower back and front
528	 layers is adopted as the value of the specific weight
529	 of the ground below the foundation
530	Combination n.
531	null bearing capacity factor
532	Negative area.
533	Describe section clockwise
534	Unable to write file
535	Unable to open file
536	Format error in file
537	Not recognized units of measures
538	<not assigned>
539	ULS EQU overturning
540	ULS GEO sliding - approach 2 A1+M1+R3
541	ULS GEO bearing capacity and 
542	
543	
544	
545	SLS infrequent
546	SLS frequent
547	SLS quasi permanent
548	
549	Negative or zero area.
550	check satisfied
551	check not satisfied
552	Unable to write file
553	General data
554	Archive
555	Date of printout
556	at
557	
558	Measurements units:
559	Lenghts:
560	Forces:
561	Angles:
562	Ground friction angles: DEG
563	Number of vertices =
564	Wall density =
565	Base-ground friction coeff. =
566	N. of types of ground =
567	N. of concentrated loads applied to the wall =
568	N. of couples applied to the wall =
569	N. of distributed loads back the wall =
570	N. of distributed loads front the wall =
571	N. of check sections on wall stem =
572	N. of check sections on wall base =
573	Wall vertices coordinates
574	Vertex
575	Wall section area
576	wall section centroid
577	natural
578	dry
579	drained
580	Ground n.
581	Backfill stratigraphy
582	Layer n.
583	Upper Z
584	Ground description
585	Backfill inclination
586	Water table Z =
587	Front stratigraphy
588	Lower Z
589	Concentrated loads
590	Force description
591	Concentrated couples
592	Couple descrption
593	Distributed loads on backfill
594	Distributed loads on front ground
595	Seismic analysis details
596	D.M. 96 seismic analysis details
597	Seismic level
598	Response factor
599	Dead loads factor
600	Retained soil inertia reduction factor
601	Importance coefficient of the work =
602	General data for seismic analysis
603	
604	Seismic zone :
605	Maximum horizontal acceleration expected
606	r coefficient for allowable displacements
607	Stratigraphy type
608	Stratigraphic amplification coefficient
609	Topographic amplification coefficient
610	Reduction factor for max seismic acceleration
611	To determine Kh and Kv, the subsoil adopted is:
612	Dynamic active thrust is evaluated with Mononobe-Okabe formulation
613	Y of active thrust increment
614	Analysis result
615	Total number of checked combinations:
616	The arms of the actions applied to the wall refer to the
617	general reference system that originates at the point of coordinates X = 0; Y = 0.
618	The Rankine's formulas are used to calculate the thrust coefficients
619	The Muller-Breslau's formulas are used to calculate the thrust coefficients
620	In static conditions the at-rest thrust is assumed
621	Combination N.
622	Factors applied to the actions, materials and strength
623	Unfavorable dead load
624	Favorable dead load
625	Unfavorable live load
626	Favorable live load
627	Lateral earth pressure coefficients
628	Characteristic actions applied to the retaining wall
629	The forces directed towards left and bottom are positive
630	Horizontal thrust of grounds
631	Horizontal thrust of dead loads
632	Horizontal thrust of live loads
633	Vertical force by grounds
634	Vertical force by dead loads
635	Vertical force by live loads
636	Horizontal passive thrust
637	Vertical passive thrust
638	Wall weight
639	Backfill ground weight 
640	Ahead ground weight
641	Hydrostatic driving thrust
642	Hydrostatic resisting force
643	Wall weight orizontal inertia force
644	Wall weight vertical inertia force
645	Ground weight orizontal inertia force
646	Ground weight vertical inertia force
647	active horizontal seismic
648	active vertical seismic
649	Seismic horizontal passive resistance
650	Seismic horizontal passive resistance 1
651	Seismic horizontal passive resistance 2
652	Seismic vertical passive resistance
653	Seismic vertical passive resistance 1
654	Seismic vertical passive resistance 2
655	Back hydrodynamic thrust
656	Front hydrodynamic thrust
657	Additional vertical seismic force
658	Additional horizontal seismic force
659	Force N.
660	horiz.
661	Moment N.
662	Action name
663	Arm
664	Loads combination resultant
665	Vertical component =
666	Horizontal component =
667	Eccentricity with respect to the middle point of the base slab
668	Overturning check
669	Check is made respect to vertex
670	of coordinates
671	Global actions applied to the retaining wall are used.
672	The check take account of the horizontal component of passive thrust 
673	The check neglects of the vertical component of passive thrust 
674	The check take account of the contribution of the passive thrust
675	The check neglects the contribution of the passive thrust
676	overturning moment
677	resisting moment
678	represents a clockwise moment with respect to the center of rotation of the wall. 
679	Design overturning moment
680	Design resisting moment
681	Wall with backfill on the right side:
682	positive if counter-clockwise and valuated with respect the center of overturning.
683	positive if clockwise and valuated with respect the center of overturning.
684	Horizontal active thrust
685	Vertical active thrust
686	Weight of backfill ground
687	Weight of front ground
688	adding seismic vertical
689	adding seismic horizontal
690	Total
691	Action
692	Overturning safety factor
693	Overturning safety
694	Sliding check with respect then base
695	The check take account of the horizontal component of passive thrust 
696	The check neglects the vertical component of passive thrust 
697	In the check the contribution of passive thrust is considered
698	In the check the contribution of passive thrust is not considered
699	Footing extension
700	horizontal design forces
701	vertical design forces
702	Horizontal positive actions are towards front, vertical positive actions are downward 
703	Wall weight
704	Backfill ground weight 
705	Front ground weight
706	Wall inertia horizontal component
707	Wall inertia vertical component
708	Ground inertia horizontal component
709	Ground inertia vertical component
710	The sliding surface is sloped of :
711	Total force normal to the sliding surface:
712	Total force parallel to the sliding surface:
713	Footing-ground friction coefficient
714	Sliding safety ratio:
715	Sliding safety ratio = 0
716	Sliding safety ratio
717	Sliding force
718	Bearing capacity of foundation
719	Brinch Hansen formula adopted
720	cohesion is not considered:
721	In qlim computation the horizontal component of passive thrust is considered
722	In qlim computation the vertical component of passive thrust is not considered
723	In qlim computation the contribution of passive thrust is considered
724	In qlim computation the contribution of passive thrust is not considered
725	Calculated values adopted in the formula:
726	Bearing factors:
727	
728	Inclination factors
729	Foundation depth
730	Foundation slope
731	Ground surface slope
732	Correction factor
733	Eccentricity of resultant force with respect to the centroid
734	Actual width of base slab
735	average
736	Unit weight of the ground at foundation quote
737	Unit weight of the ground under foundation quote
738	Bearing capacity of the ground:
739	Ultimate pressure / design pressure:
740	Design actions:
741	Foundation  pressure
742	Eccentricity of resultant force with respect to the centroid G of foundation:
743	 the ground under the slab is fully compressed:
744	the ground under the slab is partially compressed
745	Solicitations on the footing
746	Solicitations at section X=
747	L: section at
748	Rt: section at
749	Downward forces are positive.
750	Sagging moments are positive.
751	Slab thickness
752	Actions:
753	Ground pressures resultant force
754	Slab's weight
755	Slab's inertial force
756	Ground's weight above the heel
757	Ground above the heel inertial force
758	External forces on the slab
759	Distributed loads on the slab
760	Md slab
761	Design moment
762	Resultant force of the pressures on the ground =
763	Resultant's lever arm=
764	Slab's weight=
765	Slab's weight force lever arm=
766	Slab's inertial force=
767	Slab's inertial force lever arm=
768	Weight of ground above the heel=
769	Weight of ground above the heel lever arm=
770	Inertia of the weight of ground above the hell=
771	Inertia of the weight of ground above the hell lever arm=
772	Resultant moment of the external forces on the slab=
773	Resultant moment of distributed loads on heel=
774	Design moment on heel Md=
775	Resultant force outside the footing width
776	Solicitation on the stem
777	Solicitation at Z
778	Forces position (characteristic values) referred to global system.
779	Checl section's centroid has coordinates
780	if clockwise
781	Horizontal active thrust by grounds
782	Horizontal active thrust by permanent surcharges
783	Horizontal active thrust by variable surcharges
784	Vertical active thrust by grounds
785	Vertical active thrust by permanent surcharges
786	Vertical active thrust by variable surcharges
787	Horizontal passive thrust by grounds
788	Horizontal passive thrust by permanent surcharges
789	Horizontal passive thrust by variable surcharges
790	Vertical passive thrust by grounds
791	Vertical passive thrust by permanent surcharges
792	Vertical passive thrust by variable surcharges
793	Driving side ground's weight
794	Resisting side ground's weight
795	couple
796	Design moment M{\sub d,tot.}= 