GRAT ENG translation file 755
0001	All OK
0002	Close [Esc, Alt+F4]
0003	Download program
0004	updated. [Enter]
0005	don't show
0006	this message [Spacebar]
0007	It's now available
0008	Information for the users:
0009	Information on the installation
0010	Units of measure
0011	Ok
0012	Cancel
0013	Angle
0014	Temperature
0015	Pressure
0016	Force
0017	Mass
0018	Length
0019	Sections
0020	Edit vertex coordinates ...
0021	Concrete
0022	Steel
0023	Wood
0024	Precasted elements
0025	Number of polygon sides
0026	Rotate:
0027	Mirror:
0028	Compose:
0029	Beam cutting width
0030	2nd phase cast
0031	Span cross section
0032	Head cross section
0033	Copy drawing
0034	Section's parameters 
0035	Format error in the file
0036	Steel section archive not available in the path
0037	Archive precasted elements not available in the path
0038	Impossible to write file
0039	Module PRELIM executing
0040	Impossible to execute the program
0041	modif.
0042	Section parameters
0043	Weight
0044	Area
0045	web thick.
0046	perimeter
0047	Head cross section
0048	Log of editing
0049	SPAN
0050	HEAD
0051	In situ cast
0052	H slab
0053	B slab
0054	Dimension of the slab thickness
0055	Dimension of the slab width
0056	Grid settings
0057	Draw grid
0058	Left X
0059	Bottom Y
0060	Right X
0061	Top Y
0062	Step
0063	Invalid input
0064	input graph
0065	output graph
0066	Information on the installation
0067	Product
0068	Producer
0069	User
0070	Company
0071	Product key
0072	Additional information
0073	Number of executions
0074	&Print
0075	&Print all the text
0076	&Copy
0077	&Copy all text
0078	Copy Selection
0079	&Index
0080	&Expanded
0081	&Collected
0082	Copy
0083	Delete
0084	Show
0085	Hide
0086	ATTENTION: the data in memory were not
0087	saved to disk after the last changes.
0088	If you confirm the choice with OK, the last
0089	changes will be lost.
0090	Order by
0091	Unit of measure :
0092	Settings
0093	Input preferences
0094	Output preferences
0095	Graphic prints
0096	Top toolbar
0097	Numbers format
0098	Zoom buttons
0099	Snap box
0100	Viewfinder box and cursor
0101	n. of decimals for lengths
0102	n. of decimals for forces and moments
0103	n. of decimals for angles
0104	n. of decimals for pressures
0105	n. of decimals for displacements
0106	n. of decimals for linear loads
0107	Automatic draft output
0108	Automatic recalculation
0109	Captions in graphs
0110	Titles
0111	File name
0112	Date and time
0113	B/W printer
0114	Graphic scaling symbols
0115	Graphic scaling loads
0116	Colors and fonts setting
0117	Background
0118	Grid
0119	Constraints
0120	Dimensions
0121	Nodes labels
0122	Beams labels
0123	Load labels
0124	Grid and dimensions
0125	Max and min values labels
0126	Values labels
0127	Stickers on drawings
0128	Captions in graphs' printout
0129	Structural element
0130	Color
0131	Load condition
0132	Rotate nodes
0133	Center of rotation
0134	angle (+clockw./-counterclockw.)
0135	Mirror
0136	Symmetric axis
0137	Point 1
0138	Point 2
0139	Delete parents
0140	Duplication not possible: limit of nodes or beams reached
0141	Move nodes
0142	generate equal L
0143	Number of beams
0144	Divide beams:
0145	Division not possible: limit of nodes or beams reached
0146	Limit of partially distributed loads reached
0147	Length of new beams > L parent beam
0148	Limit of distributed loads reached
0149	beam
0150	Duplicate beams
0151	Number of copies
0152	Beams definition
0153	Insert
0154	Automatic cursor
0155	Beam
0156	Node i
0157	Hinge on node i
0158	Node j
0159	Hinge on node j
0160	Structural element
0161	Draw label
0162	Draw cross section
0163	Beams parameters
0164	Cross section
0165	A (only for self weight)
0166	J flex.
0167	J tors.
0168	Elastic modulus
0169	Poisson's ratio
0170	Weight density
0171	Coeff. Winkler
0172	Footing's width
0173	Loads concentrated on the beams
0174	load n.
0175	Description
0176	Condition
0177	Load
0178	Distance from initial node
0179	Draw label
0180	Concentrated moments on beams
0181	moment n.
0182	torque
0183	bending
0184	Distributed loads
0185	Comp.
0186	start
0187	end
0188	Nodal loads
0189	Node
0190	Value
0191	Partial loads
0192	Invalid beam number
0193	initial invalid
0194	final invalid
0195	L beam
0196	Thermal loads
0197	Delta T inf-sup
0198	Thermal coefficient
0199	Section height
0200	Loads distributed on the X, Y plane
0201	Groups of loads
0202	add group
0203	delete group
0204	copy group
0205	paste group
0206	enter polygon
0207	delete polygon
0208	Transfer at beams ..
0209	Group selection
0210	Load condition
0211	Distribution direction
0212	<add group>
0213	Placement
0214	Direction of repartition in graphs
0215	area n.
0216	pressure
0217	geometry
0218	label
0219	Group
0220	Polygon area subject to loading
0221	vertex
0222	Structural elements visible trasferring load at beam
0223	n. elem.
0224	Visibility
0225	Superimposed displacements
0226	n.
0227	Superimposed displacement
0228	Load Combinations - Limit States
0229	Generate combinations
0230	comb.
0231	Coefficients L.S.
0232	Activate situations
0233	Dead loads
0234	Non-structural dead loads
0235	Variable actions
0236	Road traffic actions
0237	Creep, settlements
0238	Prestressing
0239	Partial safety factors
0240	Variable actions - Coefficients
0241	Not contemporary conditions
0242	<No variable action present in this problem>
0243	<Non-significant matrix of contemporaneity>
0244	Delete unused actions
0245	Action
0246	Dominant
0247	cond.
0248	(never contemporary)
0249	Load combinations
0250	comb. n.
0251	Combination
0252	General data
0253	General frame data
0254	Title
0255	Standard rule
0256	Automatic beams self weight
0257	Structural elements
0258	Loading conditions
0259	Structural element name
0260	Name of loading cond.
0261	Check the classification of load conditions
0262	("Action" column on this page)
0263	Condition
0264	The structural element
0265	will be deleted
0266	The condition
0267	will be deleted
0268	Import DXF file
0269	Import
0270	Open
0271	Preview
0272	DXF file
0273	No lines found in active layers!
0274	Number of beams exceed maximum
0275	Warning: the marks indicate N °
0276	overlapping beams
0277	Grids generation
0278	Number of X fields
0279	Number of Y fields
0280	Delete existing data
0281	Create dimensioning
0282	Create structural elements
0283	Insertion point:
0284	Skew angle:
0285	 field
0286	 length
0287	Generation impossible: number of nodes exceed maximum
0288	Generation impossible: number of beams exceed maximum
0289	Beam
0290	Transvers beam
0291	grids analysis
0292	&File
0293	&New grid
0294	&Load grid
0295	&Save grid
0296	Save grid  &as
0297	Import D&XF
0298	Drawing &print
0299	P&references
0300	Exit (& Quit)
0301	&Unit of measure
0302	&Grid
0303	Choice &colors and font
0304	&Miscellaneous
0305	&Edit drawing
0306	Enter &new beams
0307	Enter new &dimension 
0308	Select  be&ams
0309	Select s&tructural elements
0310	Select no&des
0311	Select &dimensions
0312	Select &labels
0313	Select &prefabricated beam
0314	Select distributed &X, Y load
0315	&Copy image
0316	&Grid data
0317	&General data
0318	&Nodes and constraints
0319	&Beams definition
0320	Beams &properties
0321	&Dimensions
0322	&Loads
0323	&Imposed displacements
0324	&Nodal loads
0325	&Distributed loads
0326	&Partially distributed loads
0327	&Concentrates loads
0328	&Moments
0329	&Termal loads
0330	Distributed on the &X, Y plane
0331	&Analysis
0332	Coe&fficients L.S.
0333	C&ombinations
0334	&View
0335	Zoom &Extension
0336	Zoom &Window
0337	Zoom &Previous
0338	Zoom &All
0339	Zoom &In (wheel)
0340	Zoom O&ut (wheel)
0341	Pan &Nord
0342	Pan Su&d
0343	Pan E&st
0344	Pan &West
0345	Right axonometric view
0346	Left axonometric view
0347	Plan view
0348	&View
0349	Labels on n&odes
0350	Labels on b&eams
0351	Labels on loa&ds
0352	Beams's cross &section
0353	Beams's &hinges
0354	&Constraints
0355	H&ilight nodes
0356	Beams with &thickness
0357	Only &prefabricated beams
0358	Structural &elements' selection menu 
0359	&Cond. of loading's selection menu
0360	&Utility
0361	Change &coordinates system
0362	&Grid generation
0363	&Help
0364	&Guide
0365	&Check for updates at startup
0366	&Download new version
0367	&Info
0368	Duplicate
0369	Swap incidences
0370	Divide
0371	Properties
0372	Concentrated loads
0373	Moments
0374	Prefabricated beam
0375	Move
0376	Rotate
0377	Loads applied
0378	Hide
0379	Replace
0380	Delete prefabricated beam assignment
0381	Turn into loads applied to beams
0382	Snap
0383	Viewfinder
0384	Grid files
0385	All files
0386	Data writing error
0387	Maximum number of dimensions exceeded
0388	Number of load conditions = 0
0389	Hide grid
0390	Show grid
0391	Hide viewfinder
0392	Viewfinder precision
0393	End input
0394	Reached maximum limit available beams
0395	Select contiguous beams
0396	Maximum reached n. prefabricated beams
0397	no one
0398	The selected loads will be transformed and applied to the rods of the structural elements:
0399	You can not go back. Do you want to proceed?
0400	group
0401	discarded load
0402	Nodes and constraints
0403	node
0404	Constraint
0405	Elastic constraint
0406	results
0407	&Graphic
0408	&Bending moment
0409	&Shear
0410	&Torque
0411	&Displacements
0412	Contact &Pressures
0413	&Diagrams query
0414	&Select labels
0415	&Analysis report
0416	&View
0417	P&an (Ctrl + Left click)
0418	&View
0419	N&odes labels
0420	B&eams labels
0421	&Hinges
0422	Combin. of loading selection menu 
0423	&Checks
0424	&R.C. admissible tensions method
0425	&Steel: CNR 10011
0426	&Prestressed - Italian NTC2008
0427	&Cancel selected elements for prestressing analysis
0428	&Unhook postprocessor for prestressing analysis
0429	Cross section check
0430	Create permanent selection
0431	Deselect
0432	Scale:
0433	envelope
0434	&R.C. - Stresses control
0435	&R.C. - Italian D.M. 14/01/2008
0436	&R.C. - EN1992-1-1
0437	&Selection of elements for prestressing analysis
0438	Change &selected elements  for prestressing analysis
0439	Define load combinations
0440	Run first
0441	post-processor TCAP unhooked
0442	Check beam
0443	sect. x =
0444	Check to Mmax
0445	Check to Mmin
0446	check to Mmax
0447	check to Mmin
0448	comb
0449	Section
0450	Area (for selfweight calc.)
0451	Flexural inertia Jf
0452	Torsional inertia Jt
0453	Elastic modulus
0454	Poisson's ratio
0455	Material's weight density
0456	Constraints
0457	Winkler modulus
0458	Footing's width
0459	Node i hinge
0460	Node j hinge
0461	Preferences
0462	Label
0463	Label visibility
0464	Cross section flexural inertia
0465	Cross section torsional inertia
0466	Beam length
0467	Visible section drawing
0468	Beams properties:
0469	Concentrated loads applied to beams:
0470	Abscissa not correct
0471	Concentrated loads exceed maximum
0472	Component
0473	Concentrated couples applied to beams:
0474	Concentrated moments exceed maximum
0475	Distributed loads applied to beams:
0476	Distributed loads exceed maximum
0477	Loads applied to the nodes:
0478	Nodal loads exceed maximum
0479	Partial loads applied to beam:
0480	Partially distributed loads exceed maximum
0481	Delta T inf.-sup.
0482	Thermal coefficient
0483	Thermal loads applied to beams:
0484	Thermal loads exceed maximum
0485	Imposed displacement
0486	Set displacements of the nodes:
0487	Too many imposed displacements
0488	Abscissa
0489	Value
0490	Combination
0491	Local abscissa beam
0492	Labels:
0493	Abscissa not valid for beam
0494	Coordinates:
0495	Fixed constraints:
0496	Elastic constraints:
0497	Rotation
0498	Deflection
0499	Node Properties:
0500	Vertex 1
0501	Vertex 2
0502	Distance from vert.1
0503	along X axis
0504	along Y axis
0505	parallel
0506	Selected dim: n.
0507	Load properties on plane X, Y - groups:
0508	dimension
0509	node 1
0510	node 2
0511	
0512	
0513	
0514	Distance
0515	Change of coordinates system
0516	system
0517	Active
0518	Printings
0519	Topics
0520	Layout
0521	Draft
0522	wordprocessor
0523	Export
0524	Close
0525	Input data
0526	Geometry of the structure
0527	Loads on the structure
0528	Displacememnts and reactions
0529	Basic laod conditions
0530	Combinations
0531	Envelope
0532	Compact print for reactions
0533	Solicitations
0534	output step
0535	specific X
0536	Search for maximums and minimums
0537	Singular points Mf envelope
0538	Max and min. solicitations
0539	Solicitations:
0540	Search fraction max
0541	Number pages starting from
0542	Heading
0543	Compact print
0544	Print only for selected structural elements
0545	extension also to the nodes
0546	Change font report
0547	in printing
0548	Bending moment
0549	Shear
0550	Torque
0551	Displacements and rotations
0552	Contact pressures
0553	<All>
0554	RichTextFormat file
0555	No argument selected
0556	selection of the structural elements
0557	Selection of structural elements to be printed
0558	Structural element
0559	Report in printout
0560	Choice of dimensioning
0561	Assign prefabricated beam
0562	Beam type
0563	Solid end length
0564	Tapered length
0565	Generate prefabricated beam
0566	Beam type
0567	<various>
0568	Beams
0569	 <no one>
0570	generaz. with new section assignment
0571	Internal error
0572	Beam too short
0573	Reached maximum number of nodes or beams
0574	Number of beams for prefabricated girder exceeding maximum
0575	B
0576	-
0577	<without titles>
0578	<without file name>
0579	ANALYSIS REPORT
0580	General data
0581	Archive
0582	Date of printing
0583	at
0584	grids analysis program
0585	Number of nodes =
0586	Number of beams =
0587	Number of structural elements =
0588	Number of load conditions =
0589	Number of nodal loads =
0590	Number of distributed loads =
0591	Number of partial loads =
0592	Number of concentrated loads =
0593	Number of concentrated couples =
0594	Number of thermal loads =
0595	Number of constraints settlements =
0596	On
0597	Off
0598	Automatic self weight:
0599	Standard rule
0600	Structure's geometry
0601	Nodal coordinates and constraints
0602	Elastic constraints
0603	Characteristics of beams
0604	hinge
0605	node i
0606	node j
0607	length
0608	area
0609	cross section
0610	Jf 
0611	Jt
0612	modulus E
0613	Poisson
0614	K Winkler
0615	base width
0616	Geometry of the sections
0617	Section
0618	base =
0619	height =
0620	sup. width =
0621	inf. width =
0622	flange thick. =
0623	sup. width =
0624	inf. width =
0625	total height =
0626	web thick. =
0627	thick. sup. flange =
0628	thick. inf. flange =
0629	B hole =
0630	H hole =
0631	diameter =
0632	external diameter =
0633	inside diameter =
0634	generic described by vertices
0635	Loads applied to the structure
0636	Self weight
0637	linear load
0638	beam weight
0639	Total weight of the structure =
0640	Description
0641	start
0642	end
0643	load
0644	Moments on beams
0645	moment
0646	DeltaT inf-sup
0647	H section
0648	displ.
0649	comp.
0650	Distributed load X, Y n.
0651	X shift
0652	Y shift
0653	load on the area
0654	load center
0655	total load
0656	Total load difference - load applied to the rods
0657	Classification of loads
0658	dominant
0659	Variable action
0660	<No variable action inserted>
0661	not contemporary with
0662	Results
0663	Condition:
0664	structural elements selection
0665	Rotation Rx
0666	Displ. Wz
0667	Rotation Ry
0668	Nodes with constraints
0669	Reaction Rx
0670	Reaction Wz
0671	Reaction Ry
0672	Total reaction
0673	Partial reaction
0674	combination
0675	(no defined combination)
0676	Combination:
0677	Envelope of displacements and nodal reactions
0678	MAX
0679	MIN
0680	Solicitations envelope
0681	Singular points of the bending moment's envelope curves
0682	Mmax envelope
0683	Mmin envelope
0684	Maxima and minima
0685	ATTENTION: it is impossible to invert the stiffness matrix
0686	Probable lability of the structure
0687	ATTENTION: problems of inversion of the stiffness matrix
0688	Insufficient data
0689	Beam with zero length:
0690	The structure consists of several grids that are not connected to each other.
0691	Grid formed by beams:
0692	Partial load not allowed on the beam
0693	Concentrated load not allowed on the beam
0694	Concentrated moment not allowed on the beam
0695	Thermal load not allowed on the beam
0696	Position not valid for concentrated load
0697	applied to the beam
0698	Abscissa not valid for the moment
0699	applied to the beam
0700	Abscissa not valid for partial load
0701	No flexural stiffness for the beams
0702	Undefined footing's width for beams on elastic soil
0703	Zero torsional stiffness for the beams
0704	Isolated nodes:
0705	Isolated node:
0706	Partial load (distributed XY) not allowed on the beam
0707	Problems searching for singular points of the moment, the field of investigation is automatically expanded
0708	Load geometry too complex
0709	Maximum number of partial loads reached in TrasfXY procedure ()
0710	<not assigned>
0711	Format error in the file
0712	Extension
0713	Unable to open file
0714	Unrecognized units of measurement
0715	ULS P/T STR
0716	ULS Exceptional
0717	SLS Infrequent (Characteristic)
0718	SLS Frequent 
0719	SLS Quasi Permanent
0720	ULS Seismic (collapse)
0721	SLS Seismic (damage)
0722	ULS P / T GEO
0723	Permanent
0724	Variable
0725	Superimposed strain
0726	Exceptional
0727	ULS seismic
0728	Permanent non-structural
0729	Active thrust
0730	H2O thrust
0731	Passive thrust
0732	Tieback
0733	SLS Seismic
0734	Constraints settlement
0735	Insert label
0736	max. curve
0737	min. curve
0738	deflection
0739	<not recognized>
0740	No one Accidental condition declared.
0741	Situation
0742	Reached n. maximum combinations.
0743	Not all the necessary combinations have been generated.
0744	Excessive number of beams to display.
0745	The superimposed graphics will be incomplete.
0746	Error transfering data to
0747	Maximum number of casts reached
0748	Maximum number of prefabricated beams reached
0749	Reached max n. sections with constant section in prefabricated beam
0750	Reached max n. of constant section sections for the 2nd phase cast
0751	Reached maximum number of dimensions in cross section
0752	Reached max n. sample points for 2nd phase stress
0753	Prefabricated beams with different n. of vertices - beam
0754	Pillar
0755	Unable to open