Tekla Structures 2019i India environment Release Notes
1. Steel Settings:
1.1 Modelling:
Lofted plate:
Lofted plate is a new feature. It is an easy way to create a rolled plate between two construction objects or a single construction object & a point.
1) You can use this tool to create complex geometry with straight, single curved and double curved shapes.
2) It continues the development process from construction objects to complex geometry in Tekla Structures.
1.2 Steel Components
1.2.1 System Components
The below information helps you to know about the fixes & new option(s) which are available in the components.
1) It is now possible to set position of middle end plate using option on tab page Brace connection.
Connection(s): (20) Tube gusset
Attribute(s): Endplate.j20
Connection plate (b) option in "Brace conn" tab page controlling the same.
2) It is now possible to specify gap between gusset and connection plates.
Connection(s): (22) Tube Crossing
Attributes: Gap_Connectionplate.j22
3) It is now possible to specify gap between stiffener plates and beams flanges on Parameters tab page.
Connection(s): (41) Cranked beam
Attribute(s): Stiffener_Gap.j41
4) It is now possible to specify separate bolts spacing for primary and secondary flange bolts.
Connection(s): (42) Column Splice
Attribute(s): Different_Bolt_Space.j42
5) It is now possible to specify separate bolts spacing for primary and secondary flange bolts (Extra bolt length).
Connection(s): (47) Shear PI to Tube Col
Attribute(s): Different_Extra_length.j310000047
6) It is now possible to specify the radius for top and bottom notches.
Connection(s): (48) Bent Shear plate, (29) H&V Sloped Shear Pl, (30) H&V Shallow Shear Pl, (64) H&V Shear Pl.
Attribute(s):
Radius.j310000048
Radius.j310000029,
Radius.j310000030 &
Radius.j310000064
7) It is now possible to control separately bolt types of Brace bolts 1 & 2 on gusset side and bracing side
Connection(s): (56) Corner tube gusset
Attribute(s): Gusset_Bolts.j56
8) It is now possible to specify slots in parts for long holes on tab page Bolts.
Connection(s): (61) Purlin
Attribute(s): Slot.j310000061
9) Slotted holes are now correctly applied to bolts (Cover plate).
Connection(s): (74) Handrail
Attribute(s): Slot_Coverplate.j310000074
10) It is now possible to select which part should have the lifting hole. Hole go through option is also added.
Connection(s): (77) Splice connection
Attribute(s): Lifting_hole.j77
11) It is now possible to specify separate position and rotation settings for top, bottom and middle rails.
Connection(s): (77) Railings
Attribute(s): Rail_Rotation.m1000077
+
12) Shear plate chamfers work correctly now.
Connection(s): (185) Full depth S & (185) JP Full depth Special
Attribute(s): Chamfer.j185 & Cope.j400000185
13) It is now possible to specify distance between stiffener and beam flange.
Connection(s): (1003) Stiffeners
Attribute(s): Edge_Distance.j1003
14) It is now possible to create 2 new types of shim plates where shim plate is created as 2 separate plates divided horizontally or vertically with corresponding slots.
Connection(s): Base plate (1004), Stiffened base plate (1014), U.S. Base plate (1047), Joining plates (14), Stiffened end plate (27),
Partial stiff end plate (65), Two sided end plate (142) and End plate (144)
Attribute(s): Shimplate_New.j1004, Shimplate_New.j1014, Shimplate_New.j1047,
Shimplate_New.j14, Shimplate_New.j27, Shimplate_New.j65, Shimplate_New.j142 and
Shimplate_New.j144
15) It is now possible to use separate settings for horizontal and vertical welds
Connection(s): (1022) Doubler plate
Attribute(s): Separate_Welds.j1022
16) It is now possible to use separate settings for horizontal and vertical welds
Connection(s): (1034) Stiffeners
Attribute(s): Separate_Welds.j310001034
1.2.2 Connection attributes:
The below connection attributes will help you to understand about the connection and their parameters.
The profile (Size) mentioned in the Description column in the below table is considered for these connection attributes.
1.2.2.1 Welded connection attributes:
|
SI.No |
Connection number/Name |
Description |
Attribute name |
Remarks (This connection attribute can be used) |
|---|---|---|---|---|
|
1 |
141/Clip angle |
Column to Beam (ISMB300) |
WC_CB |
To connect the beam to column by weld |
|
2 |
141/Clip angle |
Column to Beam (ISMB300) |
WC_CB_Cleat |
To connect the beam to column by weld, Seating cleat weld with Column |
|
3 |
141/Clip angle |
Column to Beam (ISMB300) |
WC_CB_Stiffener |
To connect the beam to column by weld, Stiffeners weld with column |
|
4 |
141/Clip angle |
Column to Beam (ISMB300) |
WC_CB_Cleat_Stiffener |
To connect the beam to column by weld, Seating cleat & stiffeners weld with Column |
|
5 |
141/Clip angle |
Beam to Beam (ISMB300 to ISMB300) |
WC_BB |
To connect the beam to beam by weld |
|
6 |
41/Cranked beam |
Column to Rafter (ISMB300) |
WC_PLATE |
To connect the Column to Rafter by weld |
|
7 |
1047/U.S. Base plate |
Column (ISMB400) |
BP_STIFFENERS |
To create Base plate with all Stiffeners |
|
8 |
1047/U.S. Base plate |
Column (ISMB400) |
BP_STIFFENERS1245 |
To create Base plate with Stiffeners 1,2, 4 & 5 |
|
9 |
1047/U.S. Base plate |
Column (ISMB400) |
BP_STIFFENERS3678 |
To create Base plate with Stiffeners 3, 6, 7 & 8 |
|
10 |
1047/U.S. Base plate |
Column (ISMB400) |
BP_ANCHORRODS |
To create Base plate with Anchor rods |
|
11 |
144/End plate |
Column to Beam (ISMB300) |
WC_CB_Endplate |
To connect the beam to column by weld |
|
12 |
143/Two sided clip angle |
Column to 2 Beams (ISMB300) |
WC_CB_COLUMN |
To connect 2 beams to column (Cleat Shop weld with Column) |
|
13 |
143/Two sided clip angle |
Column to 2 Beams (ISMB300) |
WC_CB_BEAMS |
To connect 2 beams to column (Cleat Shop weld with beams) |
|
14 |
11/Bolted Gusset |
Column to Vertical brace (L75X75X6) |
WC_CBR |
To connect the column to Vertical bracing (Weld) |
|
15 |
11/Bolted Gusset |
Column to Vertical brace (L75X75X6) |
WC_CBR_BP |
To connect the column to Vertical bracing (Weld) |
|
16 |
60/Wraparound gusset cross |
Column to Horizontal brace (ISA100x100x10) |
WC_CBR_H1 |
To connect the column, beam to Vertical bracing (Bolt) |
|
17 |
60/Wraparound gusset cross |
Column to Horizontal brace (ISA100x100x10) |
WC_CBR_H2 |
To connect the column, beam to Vertical bracing (Bolt)_Different Notch at column |
|
18 |
1064/Multiple stiffeners |
Beam (ISMB300) |
STIFF_1 |
To add the Stiffeners in beam (Near side) |
|
19 |
1064/Multiple stiffeners |
Beam (ISMB300) |
STIFF_2 |
To add the Stiffeners in beam (Far side) |
|
20 |
1064/Multiple stiffeners |
Beam (ISMB300) |
STIFF_BS |
To add the Stiffeners in beam (Both sides) |
|
21 |
106/Apex Haunch |
Rafter to Rafter (ISMB300 TO ISMB300) |
WC_Haunch |
To connect the Rafter to Rafter |
|
22 |
40/Haunch |
Column to Beam (ISMB300) |
WC_CB_BRACKET |
To connect the beam to column by bolt |
1.2.2.2 Bolted connection attributes:
|
SI.No |
Connection number/Name |
Description |
Attribute name |
Remarks (This connection attribute can be used) |
|---|---|---|---|---|
|
1 |
141/Clip angle |
Column to Beam (ISMB300) |
BC_CB |
To connect the beam to column by bolt |
|
2 |
141/Clip angle |
Column to Beam (ISMB300) |
BC_CB_Cleat |
To connect the beam to column by bolt, Seating cleat weld with Column |
|
3 |
141/Clip angle |
Column to Beam (ISMB300) |
BC_CB_Stiffener |
To connect the beam to column by bolt, Stiffeners weld with column |
|
4 |
141/Clip angle |
Column to Beam (ISMB300) |
BC_CB_Cleat_Stiffener |
To connect the beam to column by bolt, Seating cleat & stiffeners weld with Column |
|
5 |
141/Clip angle |
Beam to Beam (ISMB300) |
BC_BB |
To connect the beam to beam by bolt |
|
6 |
141/Clip angle |
Beam to Beam (ISMB300) |
BC_BB_Notch |
To connect the beam to Built up beam by bolt and Notch can be adjusted |
|
7 |
40/Haunch |
Column to Beam (ISMB300) |
BC_CB_BRACKET |
To connect the beam to column by bolt |
|
8 |
106/Apex Haunch |
Rafter to Rafter (ISMB300 TO ISMB300) |
BC_Haunch |
To connect the Rafter to Rafter |
|
9 |
144/End plate |
Column to Beam (ISMB300) |
BC_CB_Endplate |
To connect the beam to column by bolt |
|
10 |
144/End plate |
Column to Beam (ISMB300) |
BC_CB_Endplate_Cleat |
To connect the beam to column by bolt , seating cleat also appear |
|
11 |
143/Two sided clip angle |
Column to 2 Beams (ISMB300) |
BC_CB_BEAMS |
To connect 2 beams to column (Bolt with beams) |
|
12 |
143/Two sided clip angle |
Column to 2 Beams (ISMB300) |
BC_CB_COLUMN |
To connect 2 beams to column (Bolt with Column) |
|
13 |
143/Two sided clip angle |
Column to 2 Beams (ISMB300) |
BC_CB_BS |
To connect 2 beams to column (Bolt with Column & Beams) |
|
14 |
11/Bolted Gusset |
Column to Vertical brace (L75X75X6) |
BC_CBR |
To connect the column to Vertical bracing (Bolt) |
|
15 |
11/Bolted Gusset |
Column to Vertical brace (L75X75X6) |
BC_CBR_BP |
To Vertical bracing (Bolt),Gusset touch with baseplate |
|
16 |
60/Wraparound gusset cross |
Column to Horizontal brace (ISA100x100x10) |
BC_CBR_H1 |
To connect the column, beam to Vertical bracing (Bolt) |
|
17 |
60/Wraparound gusset cross |
Column to Horizontal brace (ISA100x100x10) |
BC_CBR_H2 |
To connect the column, beam to Vertical bracing (Bolt)_Different Notch at column |
|
18 |
41/Cranked beam |
Column to Rafter (ISMB300) |
BC_PLATE |
It can be used to connect the Column to Rafter by bolt |
1.2.3 Connection attribute:
"Standard" attribute for the connection "Shed (S57)" updated with India profile.
1.3 Filters
The below view & selection filters are available in "Steel" role.
|
SI.No |
Filter Name |
You can view/select |
|---|---|---|
|
1 |
Anchor_rod |
the part(s) which are having part name as "ANCHOR*" |
|
2 |
A_Precast |
only precast objects & the part(s) which are welded/bolted with precast part(s) |
|
3 |
A_Castinplace |
only Cast in place objects & part(s) which are welded/bolted with Cast in place part(s) |
|
4 |
A_Steel |
steel Part(s) along with Cut(s), Weld(s) & Bolt(s) if you switch on Cuts, Welds, Bolts options in view properties > Display > & you will not get the steel parts which are connected with CIP or Precast part(s). in other words , we can say that You will get the part(s) which contains Steel material. |
|
5 |
Connection_Red |
the connection which are having Red colour connection symbol |
|
6 |
Connection_Yellow |
the connection which are having Yellow colour connection symbol |
|
7 |
Connection_Green |
the connection which are having Green colour connection symbol |
|
8 |
Connection_144 |
the connection 144 (End plate) along with the nested Custom component connection(s) |
|
9 |
Connection_40_Haunch |
the connection 40 (Haunch) along with the nested Custom component connection(s) |
|
10 |
Connection_41_Cranked beam |
the connection 41 (Cranked beam) along with the nested Custom component connection(s) |
|
11 |
Connection_146_Shearplatesimple |
the connection 146 (Shear plate simple) along with the nested Custom component connection(s) |
The below view & selection filters are available in "Engineering" role.
|
SI.No |
Filter Name |
You can view/select |
|---|---|---|
|
1 |
Name-Angle |
the part(s) which are having ISA profile or L profile or part name as "ANGLE" |
|
2 |
Name-Beam |
the part(s) which are having part name as "BEAM" |
|
3 |
Name-Beam_Column |
the part(s) which are having part name as "BEAM" or "COLUMN" |
|
4 |
Name-Brace |
the part(s) which are containing part name as "BRACE" |
|
5 |
Name-Channel |
the part(s) which are modelled by using the profiles ISJC,ISLC,ISMC or which are having the part name as "CHANNEL" |
|
6 |
Name-Column |
the part(s) which are having part name as "COLUMN" |
|
7 |
Name-Plate |
the part(s) which are modelled by using the profiles PLT,FLT,PL,FL or which are having the part name as "PLATE" |
|
8 |
Name-Truss |
the part(s) which are having part name as "TRUSS" |
The below view & selection filters are available in "All" role.
|
SI.No |
Connection number/Name |
Description |
|---|---|---|
|
1 |
2-Steel_filter |
only steel part(s) (1) but won't get the cut(s,)weld(s) & bolt(s) even though if you switch on cut(s), weld(s), bolt(s) options in view properties > Display > (2) you will get all the steel parts even though if they are connected with Cast in place or Precast parts by bolt(s) or weld(s) |
|
2 |
Steel-angle |
the steel part(s) which are modelled by "L" profile type |
|
3 |
Steel-beams |
the steel part(s) which are containing part name as "BEAM" |
|
4 |
Steel-bracings |
the steel part(s) which are containing part name as "BRAC" |
|
5 |
Steel-channels |
the steel part(s) which are containing part name as "CHANNEL" or which modelled by using the profile type "U" |
|
6 |
Steel-columns |
the steel main part(s) which are containing part name as "COLUMN" |
|
7 |
Steel-gratings |
the steel main part(s) which are containing part name as "GRATING" |
|
8 |
Steel-handrail |
the steel part(s) which are having the part name as "HR" or "HANDRAIL" or "STANCHION" or "HAND*" or "RAIL*" |
|
9 |
Steel-hbrace |
the steel part(s) which are having the assembly prefix as "HB*" or which are containing the part name as "BRACE" |
|
10 |
Steel-ladder |
the steel part(s) which are having the assembly prefix as "L" or which are containing the part name as "LADDER" |
|
11 |
Steel-main-parts |
the steel main part(s) |
|
12 |
Steel-parts |
only Steel part(s) which are not connected with Cast in place & Precast parts by bolt(s) or weld(s)(But won't get the cut(s), weld(s), bolt(s) even though if you switch on cut(s), weld(s), bolt(s) options in view properties > Display > ) |
|
13 |
Steel-platedbeam |
the steel part(s) which are having the assembly prefix as "PG" |
|
14 |
Steel-plates |
the steel part(s) which are modelled by profile type "B" |
|
15 |
Steel-purlin |
the steel part(s) which are containing part name as "PURLIN" |
|
16 |
Steel-rafter |
the steel part(s) which are containing part name as "RAFTER" |
|
17 |
Steel-sec-parts |
the steel secondary part(s) |
|
18 |
Steel-stair |
the steel part(s) which are having the part name as "STAIR*" or "STEP*" or "STRINGER" |
|
19 |
Steel-truss |
the steel part(s) which are having the part name or assembly name as "TRUSS" |
1.4 Reports:
1.4.1 Report modified:
ID changed to GUID in the below reports
|
SI.No |
Report Name |
Select the below to generate the report |
The report can be used to get the details of |
|---|---|---|---|
|
1 |
M-Prelim material.rpt |
Part(s) |
Preliminary marks |
|
2 |
notification_report.rpt |
Part(s) or Assembly(ies) or Drawings |
Parts, assemblies or the drawings which assigned to the current user |
|
3 |
Weld_Error_List.rpt |
Weld(s) |
Error codes for a weld if there are issues related to the weld. |
|
4 |
Weld_list.rpt |
Part(s) or Assembly(ies) |
The weld list for the assembly of the selected part(s) or assembly(ies) |
|
5 |
WELD_list_all.rpt |
Weld(s) |
The weld list for the assembly of the selected weld(s) along with many weld parameters |
1.4.2 New Reports:
The below reports were added newly in "Steel" role.
|
SI.No |
Report Name |
Select the below to generate the report |
The report can be used to get the details of |
|---|---|---|---|
|
1 |
IND_connection_list_GUID.rpt |
Components |
System or custom components which are used in the model(Part type will not be listed in this report) |
|
2 |
IND_connection_list_System components.rpt |
Components |
System components which are used in the model(Part type will not be listed in this report) |
|
3 |
IND_connection_list_CustomComponents.rpt |
Components |
Custom components which are used in the model(Part type will not be listed in this report) |
|
4 |
IND_notification_report(Title1).rpt |
Part(s) or Assembly(ies) or Drawings |
Parts, assemblies or the drawings which assigned to the user which is mentioned in the Reports "Title1" |
|
5 |
IND_Profile list |
Part(s) |
list of profiles which used in the model(Plate details will be showing thickness wise like PLT8 ,PLT 10) |
|
6 |
IND_Profile list.csv |
Part(s) |
list of profiles which used in the model(Plate details will be showing thickness wise like PLT8 ,PLT 10)(Same as :IND_Profile list in CSV format) |
|
7 |
IND_Profile_list2 |
Part(s) |
list of profiles which used in the model(Plate details will be showing as per Plate size like PL8*64, PL8*66) |
Necessary pre-requisites for below reports.
|
SI.No |
Report Name |
Pre-input details |
|---|---|---|
|
1 |
notification_report.rpt |
1) Enter the user name(For an example : "User1") in the "Design assigned to" UDA in the part or Assembly in the model mode 2) Enter the user name(For an example : "User2") in the "Assigned to" UDA in the drawing mode for drawings |
|
2 |
IND_connection_list_CustomComponents.rpt |
Custom compoent should be used in the model |
|
3 |
IND_notification_report(Title1).rpt |
1) Enter the user name(For an example : "User1") in the "Design assigned to" UDA in the part or Assembly in the model mode 2) Enter the user name(For an example : "User2" in the "Assigned to" UDA in the drawing mode for drawings 3) Enter the user name in "Title1" in Report dialog box |
1.5 Organizer:
1.5.1 Category Modified:
"Bolts, Welds & Components" categories modified.
1.5.2 New category added:
New category added to find start & end point of the parts, named as "Tofind_Same start & end point (Refer Count in Object browser)"
New organizer filter (ob-Part_All_Steel.OrgObjGrp) & new property template (Duplicate parts.propertytemplate) added for the same.
You can use this category to find the duplicate profiles from the "Count" in object browser.
For an example, If 2 profiles are having the same start, end points (Duplicate profiles) in all 3 axes ,you will find the "Count" as "2" in object browser.
Addtional notes: You may find the profile count more than 1 but which are not duplicate due to position parameters from this category.
For an example, you will find the "Count" as "2" in object browser, if 2 profiles are having the same start & end points in all 3 axes,
but controlled the position with the help of "Part "position" tab.
So this category can be used to identify the parts which have the same start & end points in all 3 axes, then you can get the duplicate parts
from the same if any available.
1.6 NC files:
Below attributes are avaialble for NC file generation. Welded connection attributes:
|
SI.No |
Attribute name |
Description |
|---|---|---|
|
1 |
Contour_Profile |
You can use this attribute to create NC file for Profiles with Contour marking |
|
2 |
Plate NC |
You can use this attribute to create NC file for Plates |
|
3 |
Popmarks_Profile |
You can use this attribute to create NC file for Profiles with popmarks |
1.7 Numbering settings:
Synchronize with master model option (Save-numbering-save) kept as "On" in "Standard" attribute file
(Standard.num in "General > Model settings" folder)
1.8 Model setup:
Units of Area in options changed as " mm2 " instead of " m2 "
(File > Settings > Options < units & decimals > catalogs > Area > kept as mm2 instead of m2)
1.9 Model template:
A new model template called "General_Steel" added which you can use to check & learn about the default filters (View & Selection),
connection attributes which are available in India environment.
2. Concrete Settings
2.1 Rebar Set
2.1.1 Cranking functionality in splitter
Crank offset values for standard cranking are adjusted now correctly in Rebar_database.inp file.
2.1.2 End detail modifier – Cranking
Attribute(s): Crank End.rst_edm
You can use this attribute settings to have crank at end detail modifier.
2.1.3 Face specific concrete covers:
Attribute(s): Concrete cover.srfo
Now you can provide concrete cover in surface properties for particular face using this option.
2.1.4 Property modifier standard file
Attribute(s): standard.rst_pm
Default Rebar set standard file creates Rebar of size 12 and class 3. So, the property modifier standard file is set to create Rebar of size 20 and class 2.
2.1.5 New Report templates for Rebar set included.
Below three report templates are included for generating reports for Rebarset bars.
a) Rebar - Group Bending List - Compact.rpt
b) Rebar - Group Bending List - Extended.rpt
c) Rebar - Single Bar Bending List.rpt
2.1.6 New Rebar set UDA file
You can now add / modify the UDAs for Rebar set in a separate file - objects_rebar_set.inp available in India Environment.
2.2 Lofted Slab
Attribute(s): standard.lsl
• You can use this tool to create complex geometry with straight, single curved and double curved shapes.
• We can create lofted slab using two methods
o Using one construction object and point
o Using two construction objects
2.3 Cast unit drawing
Cast unit drawing creation
In drawing settings for section views, it is now possible to select 'fit by parts' as an option to be used for the created section views.
Column drawing properties updated, now the section view will be fit to part.
2.4 Concrete components
2.4.1 Floor Layout: Possibility to divide the slabs to equal widths.
Attribute(s):
- Number_of_parts.Layout.UI.Dialogs.SlabLayersForm.xml
- standard.Layout.UI.Dialogs.SlabLayersForm.xml
An option has been added to create slabs or parts by the number of parts instead of their width.
On the General tab you can find the pulldown option to select: Default part width, Max part width, & Number of parts.
2.4.2 Curve tolerance
- A new tolerance value ‘Curve tolerance’ has been added to ‘Tolerances’ tab page in ‘Rebar shape manager’.
- This value is used to recognize the ‘arc’ in a rebar having multiple sequential bending.
- It is defined as 20mm for India environment, you can see the difference with below example.
2.4.3 Arc Radius
The Rebar shape manager has been changed so that multiple sequential bends which are forming an arc are combined into one or more bends (90 degree or less) with the arc radius.
If you take the above example, the same bar is now changed to an arc. So arc radius is available directly for reporting.
2.4.4 Mesh Bars - Define rebar spacing by distance list
New option allow users to set exact spacing with distance list.
Attribute(s): standard.MeshBars.MeshBarsForm.xml
Rebar Grade is defined properly and the names are defines as T1, T2 and B1, B2 for Top primary, secondary and Bottom primary, secondary respectively.
2.4.5 Mesh bars: Avoid hooks collision
Attribute(s): standard_with_hooks.MeshBars.MeshBarsForm.xml
2.4.6 Rebar Group Dimensioning:
A new 'Group dimensions' option added to 'Advanced settings' tab page for controlling if dimensions are grouped or not.
Grouping now works also in case when distance between groups is zero.
Attribute(s):
- Leftside.RebarGroupDimensionPlugin.RebarGroupDimensionPluginForm.xml
- Rightside.RebarGroupDimensionPlugin.RebarGroupDimensionPluginForm.xml
2.4.7 Rebar group marking
Attribute(s): standard.RebarGroupMarking.RebarGroupMarkingForm
Symbol added in the group dimensioning arrow. Mark content modified as shown below.
2.4.8 Pad Footing Reinforcement
Attribute(s): standard.m30000077
Added new combo boxes which handle rebar end conditions.
2.4.9 Rectangular area reinforcement [new component]
- With this new component user can reinforce a rectangular area by selecting an input part and two input points.
- Input part defines the thickness of the reinforced area, and two input points define the geometry of reinforced area and reinforced area's location in relation to the input part.
Attribute(s): standard.m30000094
Attribute(s): Crank_Top.m30000094
2.4.10 Floor Layout Tool:
Attribute(s):
Half-Slab.Layout.UI.Dialogs.SlabLayersForm.xml
Hollow-Core.Layout.UI.Dialogs.SlabLayersForm.xml
standard.Layout.UI.Dialogs.SlabLayersForm.xml
2.4.11 Wall Layout:
Attribute(s):
Doublewall.WallLayout.UI.Dialogs.WallLayoutUI.xml,
Facade.WallLayout.UI.Dialogs.WallLayoutUI.xml,
CLADDING.WallLayout.UI.Dialogs.WallLayoutUI.xml
2.4.12 Floor Tool:
Attribute(s): standard.FloorTool.FloorToolForm.xml
2.4.13 Floor Layout CIP Filler:
Attribute(s): standard.Layout.UI.Dialogs.CipFillerForm.xml
2.4.14 Corbel connection (14):
Attribute(s):
standard.j30000014
Single_Circular_Grout.j30000014
2.4.15 Concrete beam-beam (112):
Attribute(s): standard.j150000112
2.4.16 New Material added: Neoprene
2.4.17 Detailing Manager:
Attribute(s): standard.DetailingManager.DetailingManagerForm.xml
2.4.18 Lifting Anchor (80):
Attribute(s): Side lifters.m30000080
2.4.19 Array of Objects (29)
Attribute(s): standard.m10000029 This attribute creates 5 objects when we apply array tool by default.
2.5 Custom components updates
2.5.1 Canti_beam_rein
Top and bottom bar from plane cover updated to avoid clash with stirrups.
Formula used in Fromplane = P2+P8+fP(Bending radius,"6b9d5ec9-97d4-4879-bef4-1bcf7253ba20")
Attribute file: standard.p_Canti_beam Rein
Option of extending bars (bottom or top) to the adjacent beam is shown.
User interface updated with texts “Extend Bar” at Top & Bottom.
2.5.2 Cast-In-Plate:
Creation of additional irrelevant bars are removed.
Type: 1 to 7
Type: 8 and 9
2.5.3 Column_rein:
Attribute file: standard.p_Column_rein. You will get Crank lap option and diagonal links with default standard settings.
2.5.4 3_Panel_Corner_Con
Attributes:
Side1.p_3_Panel_Corner_Con
Side2.p_3_Panel_Corner_Con
You can use these attributes for easily placing corner connection in any specific side. You can change the side even after placing using these attributes.
2.5.5 IS300 SQ 12dia
Rebar Class changed to 100 so that the filter for embeds which is created with rule of class=100 will correctly pick this.
2.6 Model Settings
2.6.1 Profiles
New Hollow core profiles added to the profile catalog.
All Hollow core profiels are included in Default profile list for concrete members.
2.6.2 Rebar Shape Manager
Duplicate bar shapes are removed
2.6.3 New Model Filters
(Role: Rebar Detailer and Precast Detailer)
- Object Type - RebarSet.VObjGrp / Object Type - RebarSet.SObjGrp - It can be used to select/ view all bars created using Rebarset option.
- Invalid Reinforcemnet.VObjGrp / Invalid Reinforcemnet.SObjGrp – It can be used to select / view all rebar with Weight=0 (i.e. Rebar created with invalid geometry)
(Role: Rebar Detailer, Precast Detailer and Contractor)
- Object Type - Pour Unit.VObjGrp / Object Type - Pour Unit.SObjGrp - It can be used to select/ view all Pour units
- Object Type - Pour Object.VObjGrp / Object Type - Pour Object.SObjGrp - It can be used to select / view all pour objects
- Object Type - Item.VObjGrp / Object Type - Item.SObjGrp – It can be used select/ view all parts created using Item option.
- Object - Embeds.VObjGrp / Object - Embeds.SObjGrp – It can be used select/ view all embed parts (Class 100 and Part selection mode)
2.6.4 Member Attributes
Beam attribute(s):
- CIP_Beam.cbm – Cast unit type is set to “Cast In Place” – You can use this attribute to create Cast-In-Situ beam.
- Precast_beam.cbm - Cast unit type is set to “Precast” – You can use this attribute to create precast beam.
- DoubleTee_Beam.cbm – TT profile is used – You can use this attribute to create TT beam.
- HollowCore_Beam.cbm – HCS 160 profile is used – You can use this attribute to create Hollow-core beam.
- I_Beam.cbm - II profile is used – You can use this attribute to create I beam.
- Inverted_T_Beam.cbm - RCDL profile is used – You can use this attribute to create inverted T beam.
- L_Beam.cbm - RCL profile is used – You can use this attribute to create Ledger beam.
- Trench.cbm – U Profile is used – You can use this attribute to create Trench.
Column attribute(s):
- Circular_Column.ccl - Circular Profile (D) is used – You can use this attribute to create circular column quickly.
Pad Footing attribute(s):
- Circular_Footing.cpf - Circular Profile (D) is used – You can use this attribute to create circular footing quickly.
Spiral Beam attribute(s):
- RAMP.csb – Rectangular profile is used – You can use this to create Ramp with appropriate dimensions.
Bar Group attribute(s):
- standard.rbg, bottom_bar.rbg, main_bar.rbg: A sample properties with Fe415 and Fe500D grade of rebar with unique NAME.
- stirrup.rbg: The Bar size and grade is selected from the tree view. The type “Tie or Stirrup” is selected. You can use this to model Tie or stirrup by changing Diameter with drop down list in the rebar properties pane.
Single Rebar attribute(s):
- standard.rbr: Default single bar now carries zero cover value all sides, so user can now place exactly where the single bar is required without further adjustment of covers.
Curved Rebar attribute(s):
- standard.rcu: Undefined bar grade is now changed to Fe415, Start and End cover made as Zero and group spacing is defined as Target spacing 200mm.
Circular Rebar attribute(s):
- standard.rci: Undefined bar grade is now changed to Fe415 (Tie/Stirrup)
Mesh attribute(s):
- standard.rbm: Mesh is now created correctly. Modified custom mesh properties diameter and spacing.
Strand Pattern attribute(s):
- standard.rbs: Rebar grade and size is selected correctly. Number of cross section is set to 1 instead of 2. So, it will be easy for the user to guess and model for the first time.