D10 | Glued Laminated Girder | Update Information
New snow load standard ÖNORM B 1991-1-3:2018-12 implemented.
CIRCOLARE:2019 according to NTC:2018 added.
English wind load implemented according to NA to BS EN 1991-1-3: 2015.
New design code NTC:2018 implemented.
Load transfer to the column programs HO1+ and B5.
Correction for horizontal load content.
Data preparation of material and cross-section for item list.
DIN EN 1995/NA: 2013 and NCI for 126.96.36.199: The torsion Md/80 is no longer taking into account for the cross-section design if the lateral torsional buckling slenderness lambda,ef <= 225.
Interaction of shear and transverse tensile design for the ridge corrected:
Change of coefficient kdis and consideration of kcr for shear design.
Glulam according to EN 14080:2013 implemented for Germany and Italy.
The "old" Glulam timbers are marked with * (for example GL24c*).
In the current Eurocodes kcrit is now calculated due to the detailed formula.
ÖNORM EN 1995:2015 in combination with ÖNORM EN 1991:2013 implemented.
BS EN 1995: 2012 in combination with BS EN 1991: 2011 implemented.
Minimum dimensions corrected by adjusting the connector distances.
Update for DIN EN 1995:2013 in combination with Eurocode EN 1995:2014.
Preset design standard can be defined in the project properties.
Additional report for the general Eurocode EN 1995-1-1
DIN EN 1995-1-1/NA:2013-08 can be selected.
The selection of Zip and Place will be added to output, saved and shown on opening the roofload-dialog.
New design code DIN EN 1995-1-1/NA:2013-08 implemented.
In german NA (2010 und 2013) with Wind, you can optionally use the average kmod of short and instantaneous
Proof of deflections for cantilevers can be disabled.
The variation of DIN 1052:2008 for Italy was removed.
German NA: In case of fire, wind will be combinated with psi1.
UNI EN 1995-1-1/NTC:2008
Snow- and Windloads:
UNI EN 1991-1-3/NTC:2008 u. UNI EN 1991-1-4/NTC:2008
Snow- and Windloads:
ÖNorm B 1991-1-3:2013-09-01
ÖNorm B 1991-1-4:2013-05-01
In some cases with a long cantilever on the right side, the proof of deflection failed. All values = 0. This item is corrected.
In case of Loads with simultaneous-groups (>0) and without alternative-group (=0), the corresponding support-reaction cold be not written in output. This item is corrected.
Small improvements in output and added remark to proof of tension perpendicular to the grain.
In combination with wind and snow, both loads were considered always at the same time. This item is corrected.
Before inserting automatically generated snow- and wind- loads into editable "Additional Loads" you have to confirm.
Precamber in proofs of deflection
Better layout of output
System graphics always on first page
The button calculate is now always visible
Austria: Wind loads acc. to ÖNorm B 1991-1-4:2011-10-01
The consequence classes (CC/RC 1 to 3) in EN 1995 can be considered in calculation.
You can copy automatically generated wind- and snow-loads to the "additional loads table" and edit them like normal loads.
Problems with button-clicks while programm is calculating are solved.
After loading a position, the service class was not considered at everytime in the calculation. This is corrected
Windloads inner pressure
Design of full threaded screws (thread) optional according to EN 1995-1-1:2004/A1:2008 or german NA in NA 2010 or higher version.
support reactions of single loadcases
transport height of girder
New codes available
DIN EN 1995-1-1/NA:2010-12 (german NA)
ÖNorm B 1995-1-1:2010 (austrian NA)
Discharging wind could sometimes cause too small internal forces. This item is corrected
Import of HO4-positions in D10. You find the featuere in menu edit.
In status-area of the programm, the exploitation at deflection was always shown as 0 (EN5 only).
The proof of torsional stability in case of fire was not shown in output, if the distance of stabilizing elements in proof at normal temperature was 0.00 (continuous stabilizing).
Both items are corrected..
Lower exploitation by cantilever-moments over horizontal edges with cut grain in area of support.
Internal stability loads listed by action groups with output of according moments.
More options for output with FL-Manager
Small improvements an corrections
Two different views in status-area at the bottom of the window. Change with [>>].
In case of fire
New option: "always simplified analysis".
Loadcases wind in EN 1991-1-4 added
Analysis of fire-resistance
DIN 4102-4:1994 / DIN 4102-22:2004 (DIN 1052:2004)
DIN 4102-4:1994 / DIN 4102-22:2004 (DIN 1052:2008)
EN 1995-1-2:2004/AC:2006 (EN 1995-1-1:2004/A1:2008)
Wind under cantilever will be considered.
DIN1052/A1 only: Reduced strength at cut grain corrected in extern library. Additional details in output.
Common improvement of graphics (shear-stress)
Sporadic loss of automatically generated snow-loads in version 02/10 causes asymmetric exploitation at symmetric systems. -> Corrected!
New Features and Improvements
Automatic generation of wind- and snow-loads.
System length for torsional stability independent for field and cantilevers.
Support reactions gamma-times.
Selection of horizontal support.
Horizontal support reactions.
Straight beam with vouted cantilevers.
Manual override(increase) of reinforcement (by code, constructive(climatic), full).
Shear force: Loss of cross-section by reinforcement can be set to on/off.
Selection of location for entering cross-section-height.
More infos in detailed output with all factors k,alpha,t,c,...
Shear force in combination with tension perpendicular to the grain without reduced cross section.
Check of cross-section-width associated to reinforcements.
Internal stability loads listed by action groups.
Decisive horizontal shift of supports in combination of selected code.
Direction of grain is shown in graphics.
Area with tension perpendicular to the grain is shown in graphics.
D10: Horizontal shift of supports listed by action groups.
D10: Additional loads with alternativ- and simultaneous-groups.
EN1995-1-1:2004/A1:2008 without NA, needs licence.
DIN1052:2008 - Südtirol, needs licence.
Small improvements and corrections.
New features and Improvements
Proof with torsion (Md/80), caused by horizontal imperfection of Beam, at support.
New possibility (optional) for calculation of the internal stability load.
Constructional drawing without loads.
Reinforcement (Screws) will be considered also in the area of support.
Only D10 : Automatic positioning of reinforcements with constructional drawing and BOM.
Some small corrections.
Some small corrections and improvements
New features and Improvements
ÖNORM B 1995-1:2009 (Eurocode Austria with NA:2009)
D10: Reinforcement with full threaded screws
D10: Supports inclined parallel to the grain are possible.
The combination for accidental snow-load in northern germany can optionally consider the snow-loads from "additional loads".
The Code, set at start of the programm, can be defined by user-setting.
Detailled output of horizontal shift and rotation of supports.
Improved output of deflection with decisive proof.
More information at output of bracing of beam and stabilizing at support with M,tor,d.
More information about reinforcement - design.
Values in load-grafic includes the load-factor.
GUI-status-table containing torsional stability.
Correction of "lad" at the analysis of glued threaded bolts.
In older versions of this programm it could happen, that the analysis of glued threaded bolts was critical, if glue was decisive for dimensioning.
This problem is corrected.
Problems by loading older data (year < 2000).
Sometimes, the internal stability load coud bes shown as 0.00 kN/m
These items are corrected.
Completely new user-interface with large grafic
Labeling of loads in grafic
Added height measurements int text output
Volume of beam in output clearly defined
Weight of the sliding ridge
Coordinate of of max. deflection in output.
Completely new programm-version
DIN 1052:2004 und DIN1052:2008
User-interface, geometry-validator, proofs, proofs at ridge, output, grafics and presentation of results