GRAT ENG translation file 696
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	Span 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	Order by
0087	ATTENTION: the data in memory were not
0088	saved to disk after the last changes.
0089	If you confirm the choice with OK, the last
0090	changes will be lost.
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
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	Number of beams
0143	generate equal L
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	Flex. J
0166	Elastic modulus
0167	Weight density
0168	Winkler coeff.
0169	Support width
0170	Concentrated loads on beams
0171	load n.
0172	Description
0173	Condition
0174	Ref.
0175	Comp.
0176	Distance from initial node
0177	Draw label
0178	Concentrated moments on beams
0179	moment n.
0180	value
0181	Distributed loads
0182	start
0183	end
0184	Nodal loads
0185	node
0186	Partial loads
0187	initial value
0188	final value
0189	Termal loads
0190	DeltaT inf.
0191	DeltaT sup.
0192	Termal coefficient
0193	Section height
0194	Imposed displacements
0195	n.
0196	Imposed displacement
0197	Load Combinations - Limit States
0198	Generate combinations
0199	comb.
0200	Coefficients L.S.
0201	Activate situations
0202	Dead loads
0203	Non-structural dead loads
0204	Variable actions
0205	Road traffic actions
0206	Creep, settlements
0207	Prestressing
0208	Partial safety factors
0209	Variable actions - Coefficients
0210	Conditions not contemporary
0211	<No variable action inserted in the problem>
0212	<Non-significant matrix of contemporaneity>
0213	Delete unused actions
0214	Action
0215	Dominant
0216	cond.
0217	(never contemporary)
0218	Load combinations
0219	comb. n.
0220	Combination
0221	General data
0222	General frame data
0223	Title
0224	Standard rule
0225	Automatic beams self weight
0226	Structural elements
0227	Loading conditions
0228	n. elem.
0229	Structural element name
0230	Name of loading cond.
0231	Check the classification of load conditions
0232	("Action" column on this page)
0233	Condition
0234	The structural element
0235	will be deleted
0236	The condition
0237	will be deleted
0238	Import DXF file
0239	Import
0240	Open
0241	Preview
0242	DXF file
0243	No lines found in active layers!
0244	Number of beams exceeding maximum
0245	Warning: the marks indicate N °
0246	overlapping beams
0247	Frames generation
0248	Rectangular frame
0249	Roofing
0250	Number of spans
0251	Number of floors
0252	Delete previous input
0253	Add dimensions
0254	Generate structural elements
0255	Point of insertion:
0256	Height at midspan
0257	Height at support
0258	Truss half length
0259	Number of fields
0260	span
0261	length
0262	floor
0263	height
0264	field
0265	length
0266	Generation impossible: excessive number of nodes
0267	Generation impossible: excessive number of beams
0268	Deck
0269	pillar
0270	Bottom chord
0271	Top chord
0272	Truss web
0273	plane frame analysis
0274	&File
0275	&New frame
0276	&Load frame
0277	&Save frame
0278	Save frame  &as
0279	Import D&XF
0280	Drawing &print
0281	P&references
0282	Exit (& Quit)
0283	&Unit of measure
0284	&Grid
0285	Choice &colors and font
0286	&Miscellaneous
0287	&Edit drawing
0288	Enter &new beams
0289	Enter new &dimension 
0290	Select  be&ams
0291	Select s&tructural elements
0292	Select no&des
0293	Select &dimensions
0294	Select &labels
0295	&Copy image
0296	Select &prefabricated beam
0297	&Frame data
0298	&General data
0299	&Nodes and constraints
0300	&Beams definition
0301	Beams &properties
0302	&Dimensions
0303	&Loads
0304	&Imposed displacements
0305	&Nodal loads
0306	&Distributed loads
0307	&Partially distributed loads
0308	&Concentrates loads
0309	&Moments
0310	&Termal loads
0311	&Analysis
0312	Coe&fficients L.S.
0313	C&ombinations
0314	&View
0315	Zoom &Extension
0316	Zoom &Window
0317	Zoom &Previous
0318	Zoom &All
0319	Zoom &In (wheel)
0320	Zoom O&ut (wheel)
0321	Pan &Nord
0322	Pan Su&d
0323	Pan E&st
0324	Pan &West
0325	&View
0326	Labels on n&odes
0327	Labels on b&eams
0328	Labels on loa&ds
0329	Beams's cross &section
0330	Beams's &hinges
0331	&Constraints
0332	H&ilight nodes
0333	Beams with &thickness
0334	Only &prefabricated beams
0335	Selection menu structural &elements
0336	Selection menu &cond. of loading
0337	&Utility
0338	Change &coordinates system
0339	Frame &generation
0340	&Help
0341	&Guide
0342	&Check for updates at startup
0343	&Download new revision
0344	&Info
0345	Duplicate
0346	Swap incidences
0347	Divide
0348	Properties
0349	Concentrated loads
0350	Moments
0351	Prefabricated beam
0352	Move
0353	Rotate
0354	Loads applied
0355	Hide
0356	Replace
0357	Delete prefabricated beam assignment
0358	Snap
0359	Viewfinder
0360	End input
0361	Reached maximum limit available beams
0362	Hide grid
0363	Show grid
0364	Hide viewfinder
0365	Viewfinder precision
0366	Grid files
0367	All files
0368	Data backup error
0369	Maximum number of dimensions reached
0370	Number of load conditions = 0
0371	Select contiguous beams
0372	Maximum reached n. prefabricated beams
0373	Nodes and constraints
0374	node
0375	Constraint
0376	Elastic constraint
0377	results
0378	&Graphic
0379	&Bending moment
0380	&Shear
0381	&Torque
0382	&Displacements
0383	Contact &Pressures
0384	&Diagrams query
0385	&Select labels
0386	&Analysis report
0387	N&odes labels
0388	B&eams labels
0389	&Hinges
0390	Combin. of loading selection menu 
0391	&Checks
0392	&R.C. admissible tensions method
0393	&Steel: CNR 10011
0394	&Prestressed - Italian NTC2008
0395	&Cancel selected elements for prestressing analysis
0396	&Unhook postprocessor for prestressing analysis
0397	Cross section check
0398	Check to Mmax - comb.
0399	Check to Mmin - comb.
0400	check to Mmax - comb.
0401	check to Mmin - comb.
0402	Check beam
0403	sect. x =
0404	comb
0405	&R.C. - Stresses control
0406	&R.C. - Italian D.M. 14/01/2008
0407	&R.C. - EN1992-1-1
0408	&Selection of elements for prestressing analysis
0409	Change &selected elements  for prestressing analysis
0410	Define load combinations
0411	Run first
0412	post-processor TCAP unhooked
0413	Scale:
0414	envelope
0415	Section
0416	Flexural inertia Jf
0417	Elastic modulus
0418	Material's weight density
0419	Constraints
0420	Winkler's modulus
0421	Support width
0422	Node i hinge
0423	Node j hinge
0424	Preferences
0425	Label
0426	Label visibility
0427	Cross section area
0428	Cross section inertia
0429	Sections drawing
0430	Beams properties:
0431	Concentrated loads applied to the beams
0432	Concentrated loads exceeding maximum
0433	Concentrated couples applied to beams:
0434	Concentrated moments exceeding maximum
0435	Dsitributed loads applied to beams:
0436	Number of distributed loads exceeding maximum
0437	Loads applied to nodes:
0438	Number of nodal loads exceeding maximum
0439	Partially distrbuted loads applied to beams:
0440	Number of partially distributed loads exceeding maximum
0441	Thermal coefficient
0442	Thermal loads applied to beams:
0443	Number of thermal loads exceeding maximum
0444	Superimposed displacement
0445	Superimposed displacement of the nodes:
0446	Number of superimposed displacements exceeding maximum
0447	Abscissa
0448	Value
0449	Combination
0450	Beam's number
0451	Local abscissa
0452	Labels:
0453	Abscissa not valid for the beam
0454	Coordinates
0455	Fixed constraints:
0456	Elastic constraints:
0457	displ.
0458	rotation
0459	Nodes properties:
0460	Vertex 1
0461	Vertex 2
0462	Distance from vertex 1
0463	horizontal
0464	vertical
0465	parallel
0466	Selected dimensions: n.
0467	Dimensions
0468	node i
0469	node j
0470	Distance
0471	Change of coordinates system
0472	system
0473	Active
0474	Printings
0475	Topics
0476	Layout
0477	Draft
0478	wordprocessor
0479	Export
0480	Close
0481	Input data
0482	Geometry of the structure
0483	Loads on the structure
0484	Displacememnts and reactions
0485	Basic laod conditions
0486	Combinations
0487	Envelope
0488	Compact print for reactions
0489	Solicitations
0490	output step
0491	specific X
0492	Search for maximums and minimums
0493	Singular points Mf envelope
0494	Max and min. solicitations
0495	Solicitations:
0496	Search fraction max
0497	Number pages starting from
0498	Heading
0499	Compact print
0500	Print only for selected structural elements
0501	extension also to the nodes
0502	Change font report
0503	in printing
0504	Bending moment
0505	Shear
0506	Torque
0507	Displacements and rotations
0508	Contact pressures
0509	<All>
0510	RichTextFormat file
0511	No argument selected
0512	selection of the structural elements
0513	Selection of structural elements to be printed
0514	Structural element
0515	Report in printout
0516	Choice of dimensioning
0517	Beam type
0518	Solid end length
0519	Tapered length
0520	Beam too short
0521	Reached maximum number of nodes or beams
0522	Beam type
0523	Beams
0524	<various>
0525	Number of beams for prefabricated girder exceeding maximum
0526	B
0527	-
0528	<without titles>
0529	<without file name>
0530	ATTENTION: it is impossible to invert the stiffness matrix
0531	Probable lability of the structure
0532	ATTENTION: problems of inversion of the stiffness matrix
0533	Insufficient data
0534	Beam with zero length:
0535	The structure consists of several grids that are not connected to each other.
0536	Frame formed by beams:
0537	Partial load not allowed on the beam
0538	Concentrated load not allowed on the beam
0539	Concentrated moment not allowed on the beam
0540	Thermal load not allowed on the beam
0541	Position not valid for concentrated load
0542	applied to the beam
0543	Abscissa not valid for the moment
0544	applied to the beam
0545	Abscissa not valid for partial load
0546	No flexural stiffness for the beams
0547	Zero axial stiffness for the beams
0548	Undefined footing's width for beams on elastic soil
0549	Isolated nodes:
0550	Isolated node:
0551	Problems searching for singular points of the moment, the field of investigation is automatically expanded
0552	ANALYSIS REPORT
0553	General data
0554	Archive
0555	Date of printing
0556	at
0557	frames analysis program
0558	Number of nodes =
0559	Number of beams =
0560	Number of structural elements =
0561	Number of load conditions =
0562	Number of nodal loads =
0563	Number of distributed loads =
0564	Number of partial loads =
0565	Number of concentrated loads =
0566	Number of concentrated couples =
0567	Number of thermal loads =
0568	Number of constraints settlements =
0569	On
0570	Off
0571	Automatic self weight:
0572	Standard rule
0573	Structure geometry
0574	Nodal coordinates and constraints
0575	Elastic constraints
0576	Characteristics of beams
0577	hinge
0578	node i
0579	node j
0580	length
0581	cross section
0582	area
0583	Jf 
0584	modulus E
0585	K Winkler
0586	support width
0587	Geometry of the sections
0588	Section
0589	base =
0590	height =
0591	sup. width =
0592	inf. width =
0593	flange thick. =
0594	sup. width =
0595	inf. width =
0596	total height =
0597	web thick. =
0598	thick. sup. flange =
0599	thick. inf. flange =
0600	B hole =
0601	H hole =
0602	diameter =
0603	external diameter =
0604	inside diameter =
0605	generic described by vertices
0606	vertex
0607	Loads applied to the structure
0608	Self weight
0609	linear load
0610	beam weight
0611	Total weight of the structure =
0612	Description
0613	start
0614	end
0615	ref.
0616	comp.
0617	Moments on beams
0618	moment
0619	DeltaT sup.
0620	DeltaT inf.
0621	H section
0622	displ.
0623	Classification of loads
0624	dominant
0625	Variable action
0626	<No variable action inserted>
0627	not contemporary with
0628	Results
0629	Condition:
0630	selection of active structural elements
0631	Displ.
0632	Rotat.
0633	Nodes with active restrictions
0634	React.
0635	Tot. react.
0636	Partial react.
0637	combination
0638	(no defined combination)
0639	Combination:
0640	Envelope of displacements and nodal reactions
0641	MAX
0642	MIN
0643	Solicitations envelope
0644	Singular points of the bending moment's envelope curves
0645	Mmax envelope
0646	Mmin envelope
0647	Maxima and minima
0648	<not assigned>
0649	Format error in the file
0650	Extension
0651	Unable to open file
0652	Unrecognized units of measurement
0653	ULS P/T STR
0654	ULS Exceptional
0655	SLS Infrequent
0656	SLS Frequent 
0657	SLS Quasi Permanent
0658	ULS Seismic (collapse)
0659	SLS Seismic (damage)
0660	ULS P/T GEO
0661	Permanent
0662	Variable
0663	Superimposed strain
0664	Exceptional
0665	ULS seismic
0666	Permanent non-structural
0667	Active push
0668	Boost H2O
0669	Passive thrust
0670	Tie back
0671	SLS Seismic
0672	Constraints settlement
0673	<not recognized>
0674	No one Accidental condition declared.
0675	Situation
0676	Reached n. maximum combinations.
0677	Not all the necessary combinations have been generated.
0678	Add label
0679	envelope max
0680	envelope min
0681	Excessive number of beams to display.
0682	Error transfering data to
0683	Maximum number of casts reached
0684	Maximum number of prefabricated beams reached
0685	Reached max n. sections with constant section in prefabricated beam
0686	Reached max n. of constant section sections for the 2nd phase cast
0687	Reached maximum number of dimensions in cross section
0688	Reached max n. sample points for 2nd phase stress
0689	Internal error
0690	Prefabricated beams with different n. of vertices - beam
0691	Pillar
0692	Unable to open
693	Confirm selection
694	Clear selection
695	<no one>
696	new cross section