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Manual Training Handbook TASC v10.300 & TRBC v0.4888



1



Company Overview



• Glodon Software Limited (HQ), Beijing, China • Founded in 1998, Glodon was successfully listed in Shenzhen SME Board in May 2010 • Focus on AEC industry, provide professional application, Industry big data and Industrial finance for our customers (SZ SME: 002410) • Currently the 5th biggest AEC software provider in the world • Glodon started the process of globalization from 2009 to radiate the Southeast Asian, European and American markets



Globalized Layout Glodon UK Glodon Sweden Glodon Finland



Glodon China Glodon Hong Kong Glodon Malaysia Glodon Indonesia Glodon US



Glodon India Glodon Singapore



Cubicost Product



CUBICOST TAS



CUBICOST TRB



CUBICOST TME



CUBICOST TBQ



Easy Step Input drawing



Identify / Tracing



RVT, IFC



CAD



PDF, JPEG TRB, TAS, TBQ



Calculate



Case Studies



6



Training Content 1st Day (TAS) Foundation Floor



2nd Day (TRB) Reinforcement



Introduction & Interface



Introduction & Interface



Project Settings



Import TAS to TRB



Initial Setting



Pile Cap Rebar



Axis Grid Setting



Raft Foundation Rebar



Structural 3D Modelling



Column Rebar



Architectural 3D Modelling



Beam Rebar



Finishing Modelling



Slab Rebar



Measurement Rules & Setting



RC Wall Rebar



Calculation Result



Calculation result



Cubicost TAS C Training



8



0.0 Welcome Interface Cloud



Learning center



Recent Projects List



Navigation Bar 9



0.0 Welcome Interface



10



1.0 Create Project



Create New Project



Measurement Rule



Ground Elevation



13



1.0a Create New Project • Step 1: Create a [New] Project • Step 2: Input Project Title • Step 3: Select [Measurement Rules] • Step 4: Input Existing Ground Level



1 2 3 4 *Tips: This will affect the quantity of excavation 14



Quick Access Toolbar



Function Tab



Application Name, Project Name



Ribbon



Dynamic Control Bar



Element Navigation



Main Operation



Status Bar



Check here for operation instructions



15



Public Attribute VS Private Attribute Public: WITHOUT SELECTION, The changes apply to all the same name entities Private: The changes will only take effect with the items/Model/entity being SELECTED (MUST), otherwise the modification will be invalid



PC1



Public



Private 16



2.0 Project Setting



Floor Setting



Grade Setting



• Superstructure • Substructure



17



2.0a Floor Setting Workflow



LOWER GROUND INSERT FLOOR UPPER GROUND



FLOOR SETTING



FLOOR HEIGHT



FLOOR TO FLOOR



FLOOR NAME



Optional



18



2.0b Floor Setting • Step 1: (a) Select at 1st Floor and [Insert Floor] for superstructure (b) Select at Foundation Floor and [Insert Floor] for substructure



• Step 2: Input [Floor Height] of every floors • Step 3: Input the [Bottom Elevation] of 1st Floor ONLY



1 2 3



19



2.0c Grade Setting • Step 1: Input [Concrete Grade] of different elements • Step 2: [Copy to Other Floor] if the grading is same with certain floor(s)



1



2 20



2.1 Drawing Management



Import Drawing



Split Drawing



21



2.1a Drawing Compatible



Recommend operate process: • Import drawing(s); • Split drawing(s) *.dwg



Recommend operate process: • Import drawing(s); • Split drawing(s); • *Scale drawing(s) Vector PDF/Scanned PDF 22



2.1b Import Drawing • Step 1: Tab {Identify}, [Add] drawing(s) • Step 2: Select Drawing(s)



1 2



23



2.1c Split Drawing • Step 1: In the Drawing Manager, click Split • Step 2: Block select CAD plan drawing, right click • Step 3: Input drawing name by typing in the box or click on the drawing title



1 3



2 24



2.1d Scale Drawing • Step 1: Tab {Identify}, Click [Scale Drawing] • Step 2: Right Click on drawing • Step 3: Specific Start point • Step 4: Specific End point • Step 5: Input Actual Length



1



5 3



4 2 25



2.1e Relocate Drawing • Step 1: Tab {Identify}, Click [Relocate] • Step 2: Click on 1 specific point on drawing, eg: A/1 • Step 3: Move to same specific point on gridline *Tips: use Intersection point if the point cannot be snap accurately



1



2



3



26



Po int Ty p



e



Axis Grid



Type of Axis • Type of Axis



Diagonal Axis Grid



Orthogonal Axis Grid



Arc Axis Grid



28



3.0 Axis



Auto-Identify



Manual



• Pick Sideline • Pick Label • Auto Identify • New axis • Input axis label & distance for each side • Point the axis location



29



3.0a Axis (Auto-Identify) – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Sideline] • Step 2: Choose [Select by layer]/ [Select by color] • Step 3: Pick the side line of axis & right click



1



2 3 30



3.0b Axis (Auto-Identify) – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/ [Select by color] • Step 3: Pick the Label of axis & right click



1 2



3 31



3.0c Axis (Auto-Identify) – Auto-Identify • Step 1: Tab {Identify}, Select [Auto -Identify]



1



3.1 Axis (Manual)



Define



Draw



• Numbering • Distance



33



3.1a Define Axis • Step 1: Tab {Draw}, Create [New Orthogonal Axis Grid] according to floor plan • Step 2: Select Position of axis & input the Numbering & Distance • Step 3: Click [Ok]



1



2



3 34



Po int Ty p



e



Pile Cap



Pile Cap



36



4.0 Pile Cap – Auto Identify



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



37



4.0a Identify Pile Cap – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the frame/ side line of Pile Cap & right click



1 2



3



Continue →



38



4.0b Identify Pile Cap – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the name of column & right click



1 2 3 Continue →



4.0c Identify Pile Cap - Identify • Step 1: Tab {Identify}, Select [Auto-Identify]



1



40



4.0d Quantity of Pile Cap Notes: Quantity to extract from PILE CAP



Quantity you need



Quantity to extract from Glodon



Concrete (m3)



Volume



Formwork (m2)



Area of Formwork



41



Po int Ty p



e



Column



Column Type of Column



Round Column Slanted Column



Composite Column



Steel Column 43



5.0 Column



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



44



5.0a Identify Column – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the frame/ side line of column & right click



1 2



3



Continue →



45



5.0b Identify Column – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the name of column & right click



1 2 3 Continue →



46



5.0c Identify Column - Identify • Step 1: Tab {Identify}, Select [Auto-Identify]



1



47



Lin e



ar



Ty p



e



Beam



6.0 Beam



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



49



6.0a Identify Beam – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the frame/ side line of beam & right click



1 2



3 Continue →



50



6.0b Identify Beam – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the name of beam & right click • Step 4: Click [Auto-Identify] to generate 3D Model of beam



1



2



4



3



Continue →



51



6.0c Identification Check



1 Check 2 Modify



3D Model Updated



6.0e Quantity of Beam Notes: Which quantity to extract from BEAM



Quantity you need



Quantity to extract from Glodon



Concrete (m3)



Volume



Formwork (m2)



Area of Formwork



53



Ar ea



Ty p



e



Slab



7.0 Slab



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



55



In-situ Slab • Type of Slab



Bondek Slab



In-Situ Slab



spiral ramp



56



7.0a Identify Slab – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the name of slab & right click



1



2 3 Continue →



57



7.0b Identify Slab – Pick Slab Opening Line • Step 1: Tab {Identify}, Select [Pick Slab Opening Line] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the slab opening line & right click



1 2 3 Continue →



58



7.0c Identify Slab – Identify • Step 1: Tab {Identify}, Select [Identify Slab] • Step 2: Click OK on the [Slab Identification Option] • Step 3: Check Value of Slab Thickness and change if necessary in the [Identify Slab Element Information] • Step 4: Click OK on the [Identify Slab Element Information]



1 3



2



4



Result 59



7.0d Quantity of Slab Notes: Which quantity to extract from SLAB Quantity you need



Quantity to extract from Glodon



Concrete (m3)



Volume



Formwork (m2)



Area of Formwork



Side Formwork (m)



Length of Formwork to Edge and Break of Slab in Stage



60



Lin e



ar



Ty p



e



Wall



8.0 Wall



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



62



Wall Type of Wall (Structure)



Retaining Wall



Benc h



Planter Walls



63



Wall Type of Wall (Architectural)



Block Wall



Brick Wall



Lightweight Panel Wall



Glass Wall 64



8.1a Identify Wall (Structure) – Pick Sideline • Step 1: Tab {Identify}, Select [Pick Concrete Wall Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the line of the concrete wall & right click



1 2



3 65



8.1c Identify Wall (Structure) – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/[Select by colour] • Step 3: Pick the name label of concrete wall & right click



1 2 3 66



8.1d Identify Wall (Structure) – Identify • Step 1: Tab {Identify}, Select [Auto Identify] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Confirmation Box will appear and click [Yes]



1



2 Result



67



8.1e Quantity of Wall (cont’d) Notes: Which quantity to extract for STRUCTURE WALL Quantity you need



Quantity to extract from Glodon



Concrete (m3)



Volume



Formwork (m2)



Area of Formwork



Formwork (m)



Length of formwork to Edge and Break of Opening in Stages



68



8.2a Identify Wall (Architecture) – Pick Sideline • Step 1: Tab {Identify}, click the drop down arrow and click [Pick Concrete Wall Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the line of the masonry wall & right click



1 2 3 69



8.2b Identify Wall (Architecture) – Pick Sideline • Step 1: Tab {Identify}, click the drop down arrow and click [Pick Door/Window Sideline] • Step 2: Choose [Select by layer]/ [Select by colour] • Step 3: Pick the line of the door and window opening & right click



1



2 3 70



8.2c Identify Wall (Architecture) – Pick Label • Step 1: Tab {Identify}, Select [Pick Label] • Step 2: Choose [Select by layer]/[Select by colour] • Step 3: Pick the name of masonry wall & right click



1 2 3 71



8.2d Identify Wall (Architecture) – Identify • Step 1: Tab {Identify}, Select [Auto Identify] • Step 2: Confirmation Box will appear and click [Yes]



1



2 Result



72



8.2e Quantity of Wall (cont’d) Notes: Which quantity to extract for ARCHITECTURAL WALL



Quantity you need Area (m2)



Quantity to extract from Glodon Area



73



Po int Ty p



e



Door & Window



9.0 Door & Window Opening



Identity



Quantity



* Applicable for CAD or Vector PDF with layers/Color



75



Door & Window Opening • Type of Door & Window



Aluminum Door



Fire Door Timber door



Glass Door 76



9.0a Identify Door & Window Opening – Identify Door and Windows Schedule • Step 1: Tab {Identify}, Select [Identify Door and Windows Schedule] • Step 2: Block cad data of Door & Windows Schedule from cad & right click • Step 3: Pick the line of the concrete wall & right click



1



2 77



9.0a Identify Door & Window Opening – Identify Door and Windows Schedule (continued) • Step 3: Change data in Identify Door and Windows Schedule according to the content of each column • Step 4: Click Identify and the element will be generated in element list



3



4 78



9.0b Identify Door & Window Opening – Pick Door/Window Label • Step 1: Tab {Identify}, Select [Pick Door/Window Label] • Step 2: Choose [Select by layer]/[Select by colour] • Step 3: Pick the name label of the door/window opening & right click



1 2 3 79



9.0c Identify Door & Window Opening – Identify • Step 1: Tab {Identify}, Select [Auto Identify] • Step 2: Information Box will appear and click [OK]



1



2



Result 80



9.0d Quantity of Door Notes: Which quantity to extract for DOOR



Quantity you need



Quantity to extract from Glodon



Area (m2)



Area of Opening



Length of three edges



Length of edge an d break of opening



81



Po int Ty p



e



FINISHES



10.0 Finishes



Identify • Identify Excel



Draw



Quantity



• Point



83



Finishes



Flooring Suspended Ceiling



Skirting



Wall Finishes



Ceiling 84



10.0a Identify Finishes Schedule from Excel • Step 1: Tab {Draw}, Select [Finish Schedule] • Step 2: Import Excel File from selected file • Step 3: Nominate the corresponding column & Identify • Step 4: Click [Identify]



2 3 1



4 85



10.0a Change Finishing Material Texture • Step 1: Tab {Draw}, Choose Floor Finishes / Wall Finishes • Step 2: Double click Material Texture Area • Step 3: Choose the material texture and select to confirm and attached



3 1 2 Ceiling 86



10.0b Draw Finishes • Step 1: Tab {Draw}, pick the room • Step 2: Select [Point] • Step 3: Find the room in the Architecture Plan Drawing • Step 4: Room materials will be attached to the room with 3D



1



4



2 3 FOO D COU RT



87



10.0b Draw Finishes (cont’d) After laying out finishes by room, some finishes in the room change. You can refresh all finishes in the room of the project this floor rapidly by using [Regenerate Finish Entity].



1 2



3



88



10.0c Quantity of Finishes Notes: • Column can be part of the enclosed area • Column protruding area will be captured automatically • Upper floor beam exposed finishes will be captured automatically



Ceiling Finish



89



10.0d Recommended Flow for Finishes Regenerate finishes Entity



PDF SOF



Identifiable in TAS Directly?



No



Convert to Excel



Change the finishes accordingly



Yes



Addendum Identify the PDF Directly



Point the room finishes into Archi Plan



Calculate



Quantity Report



Identify Excel



90



10.0e Finishes Material Texture (example)



91



Measurement Rules and Measurement Setting



11.0a Measurement Rules • Step 1: Tab {Quantity}, Select the 3D Model Entity (ex: Beam) • Step 2: Select [View Expression] • Step 3: Review the concrete volume, there is a deduction from column and we want to change the beam volume to be undeducted by the column



2 1



3 93



11.0b Measurement Rules • Step 1: Tab {Quantity}, Select [Measurement Rules], Select Element Beam • Step 2: Select [View Expression] • Step 3: Select [Filter Relevant Element] , Check only the Column element • Step 4: Click [OK]



1 2 1



3 3



4 94



11.0c Measurement Rules • Step 1: Read the Description and decide the correct rules to be adjusted • Step 2: Change the Option List to desired choices, (Ex: No Effect) • Step 3: Select [Calculate] to update the quantity result



3



1



2



95



11.0d Measurement Rules Result • Comparation result of quantity before and after Measurement Rules change • Number 1 is before measurement rules adjustment result Volume = 0.571 m3 (deducted by column) • Number 2 is after measurement rules adjustment result = 0.691 m3 (undeducted by column)



1



2 96



11.1a Measurement Setting • Step 1: Tab {Quantity}, Select [Measurement Setting] • Step 2: Select example: [Wall Finish]



1



2



97



11.1a Measurement Setting (continued) • Step 1: This Option number 2&3 can be assume as setting for plaster, number 2 is for the finish position and number 3 is for the additional height (can be adjusted as desired) • Step 2: Select option number 5 and change the value to [Yes] • Step 3: Option number 6&7 can be assume as the outer finish and as setting for plaster, number 6 is for the finish position and number 7 is for the additional height (can be adjusted as desired)



1 2



3



98



12.0a Calculation Check of TAS • Step 1: Tab {Quantity}, Select [Calculate] or [Calculate Selected Entity] and select the Floor and click [OK] • Step 2: Click [View Expression] • Step 3: Select 3D Model Entity • Step 4: Click [3D Deduction] to check in 3D *Applicable to all element



1



4



2 3



1 99



12.0b Report View Quantity by Category



100



12.0c Report Use [View Quantity by Category] to Regenerate report • Step 1: Click [Set classification and Quantity] • Step 2: Tick attribute, move up/down



1



2



Cubicost TRB C Training



102



Model Sharing *.Cubic *.TAS



*.Cubic *.TRB 103



• • •



Export Model



Import Model



Export model by floor Export model by entity Save model files



• Match setting



Prepare Drawings



Export Model Method



Feature name



Feature Location



Export Model by floor



Tab{BIM MODEL},Select



Export Model by entity



Tab{BIM MODEL},Select



Save model files when projects are saved



Welcome interface ->Options ->Files



Method 1



Method 2



Method 3



Scenario • File format:*.cubic; • Export all entities of the whole building or a certain floor • File format:*.cubic; • Once changes happened, Specify certain entities of a certain floor to export • File format:*.TAS; • TAS files will be exported into TRB when the option be ticked



Import Model • Step 1: New TRB project; • Step 2: Tab{BIM MODEL} > [Import Model]; • Step 3: Click Ok to finish



2 1 3



Import Model-Match Settings • Step 1: Use zone from imported project, or Maintain current project’s zone and create new zone from imported project • Step 2: Tick [Use floor height in TAS project]; • Step 3: Click Next Step



1 2



3 107



Import Model-Match Settings • Step 1: Select [All Floors] importing; • Step 2: Select [All Elements] importing; • Step 3: Click Next Step



1



2



3 108



Import Model-Show models F12 or click here to set entity display, ✔tick all elements



1



Double click to show building plan



2 109



Prepare Drawings (Add , Split & RelocateDrawings) • Step 1: Tab {IDENTIFY},Select [Add Drawing] importing; • Step 2: [Split] drawing; • Step 3: [Relocate] drawing;



1



2



3



110



Po int Ty p



e



Pile Cap



Pile Cap



Define



Draw



Quantity



• Side Main Bar • Top/ Bottom



112



Pile Cap – Attribute Editor



From TASC



Click on the green texts to edit the rebar info. You can simply type “d19-150” (no need to type “@” for spacing)



Btm/side/top cover



Black – private attribute (apply only to selected element)



Select no if the slab rebars (top/bottom)continuously go through the pile cap



113



To check missing rebar info



• Step 1: Tab {Tool}, Click [Rebar Data Check] • Step 2: Select Range & Element • Step 3: Double Click to navigate to the problematic entity(ies)



1



2



3



114



Inequilateral Pile Cap Step 1: In the pile cap element list click new 🡪 parametric pile cap Step 1: Pick the shape that matches the pile cap we want to model Step 1: Input the rebar & shape info in the attribute editor



Click on the green texts to edit the rebar & section info.



115



Po int Ty p



e



Column



Column-Manual Input



Define



Draw



Quantity



• All Main Bars • Links • Legs



117



Define Column (Option 1) 4 nos of vert bar



V



*



H



7 nos of vert bar



118



Define Column (Option 2) Input main bars and links (sengkang) in attribute editor Tips: Click (…) button in attribute value to check the available input formulas Main Bars



1



2



Switch to Multi/Single-Section



we can arrange, edit, or draw rebars in section • Step 1: For main bar, click [Corner bar] or [Side Bar], fill in Rebar info • Step 2: For link, click [Draw Link] & fill in Rebar info



119



View Quantity • Step 1: Tab {Quantity}, Select [Calculate] or [Calculate Selected Entity] • Step 2: Click [View Quantity] • Step 3: Select column(s) • Step 4: Check column quantity * Apply to all



1



2 4 3



120



Edit Rebar + Rebar 3D • Step 1: Tab {Quantity}, Select [Calculate] or [Calculate Selected Entity] • Step 2: Click [Edit Rebar] • Step 3: Select column • Step 4: Check column quantity * Apply to all



1



2 3 4



121



Column-Identify



Identity



Quantity



* Applicable for CAD or Vector PDF with layers



122



Column – Identify Schedule Identify Column Schedule



Excel



CAD or Vector PDF



123



Column – Identify Schedule(Excel)



11. Prepare Schedule in Excel 2 Identify column schedule, Import Excel



33. Set the heading (yellow highlight) to match excel’s heading



44. Right click on the excel heading text (2



nd



row), click Delete, delete row 124



Column – Identify Schedule (2)



Click on (…) button at floor cell, select the floor for each column, then click OK



5



6 Block ALL empty rows and delete rows



Click generate in Column Schedule



7 125



Column – Identify Schedule (3)



Check the column info, if confirmed, click sync to entity



8



Additional information: ✔ You can input the rebars in column schedule as well. From column schedule, make new column🡪 input the column info🡪generate element 🡪draw (point) the column in the model. ✔ If the elements already modelled, click “generate from element” so the entity info is imported to the schedule🡪 key in the rebars information🡪 “sync to entity”



126



Column Schedule



• Step 1: Tab {Draw}, Click [Column Schedule] • Step 2: Click [Generate from Element] to generate all the defined column info • Step 3: Modify (if any) and [Sync to Entity]



1



2



3 127



Lin e



ar



Ty p



e



Beam



Beam (Method 1 – Side Label)



Define • • • •



Quantity



Top Bar Bottom Bar Side Bar Link 129



Beam Rebar - DefineBeam



Define here or in [Side Label]



Important Tips of Beam 1) Different between ‘+’& ‘/’



2) Side bar : if the side bar information is given only 1 side of side bar, remember to key in total nos of side bar. Eg.: 2D13 130



Define SideRebar Label - Side LabelBeam Beam



• Step 1: Tab {Draw}, Click [Side Label] • Step 2: Select Beam • Step 3: Input Rebar Info



Beam Section



1



2



3 131



DefineBeam Side Label Rebar - Side Label (continued)eam Beam Side Label



• Step 1: Tab {Draw}, Click [Side Label] • Step 2: Select Beam • Step 3: Input Rebar Info



1



2



3 132



Rebar - SideLayout Label (continued)eam Quantity Beam of Beam – Rebar • Step 1: Tab {Quantity}, Select [Calculate] or [Calculate Selected Entity]



4



• Step 2: Click [Rebar Layout] • Step 3: Select Beam • Step 4: Check Rebar Arrangement * Apply to all



1



2



3



133



Beam – Identify Beam Rebar



Identify • Identify CAD/Excel Schedule



Draw



Quantity



• Line • 3 point Arc * F4 to change alignment



134



Beam – Identify Schedule from Excel 1. 2. 3.



4. 5.



Prepare Excel table of the beam schedule information Identify Schedule Pick the schedule heading from the drop down list to match excel data. After that, right click on 2nd row (excel heading text), and click delete row Click Generate in Beam Schedule Click Sync Beam Info, pick sync beam info to entity, then click ok to close the schedule



135



Beam – Generate Element 1. 1



2. 3. 2



4.



3a



5. 6.



Prepare Excel table of the beam schedule information Identify Schedule Pick the schedule heading from the drop down list to match excel data. After that, right click on 2nd row (excel heading text), and click delete row Click Generate in Beam Schedule Click Generate Element Draw beams with line



3b



4



136



Beam – Generate Element



5 If the beam not modelled yet



5 If the beam already modelled 137



Important Tips of Beam



1.



Beam shall find support from: a) Column @ lower floor b) Wall @ lower floor c) Beam with larger size d) Beam with same size e) Foundation f) Slab



2.



To find support, right click selected beam



138



Ar ea



Ty p



e



Slab



Slab Main bar



Define • Rebar Info • Top/ Bottom



Draw



Quantity



• Arrange Main bar • Draw Line To Arrange



140



Define Slab



From TASC



141



Parametric Arrangement 2 In draw function, click Parametric Arrangement



3



4 Select the rebar arrangement type Select The raft type



5



key in the rebars



1 Click Slab Main Bars



6



Click Generate 142



Define Slab Main bar



143



Draw Slab Main bar (Arrange main bar across the whole slab)



• Step 1: Tab {Draw}, Click [Arrange Main Bar] • Step 2: Select XY & Single/Continuous • Step 3(opt): Select Slab(s) & Right Click • Step 4: Input Rebar Info & Click [Ok]



1



2



4



3



144



Draw Slab Main bar (Arrange according to the given bar length)



• Step 1: Tab {Draw}, Click [Draw Line to Arrange] • Step 2: Click the range of rebar *with arrow (starting & ending) • Step 3: Click the length of rebar (starting & ending)



1



D22-125(B1)



2



3



145



Slab Support bar



Define • Rebar Info • Top/ Bottom



Draw



Quantity



• Arrange by Beam • Arrange by Wall • Arrange by Slab Edge



146



Draw Slab Support bar • Step 1: Tab {Draw}, Click [Arrange by Beam] • Step 2: Click the Beam • Step 3(opt): Click on the Left Side of the Beam only if both sides are different length



1 D22-100(T1)



2



3 147



Lin e



ar



Ty p



e



Wall



Wall



Define



Draw



Quantity



• Horizontal Bar • Vertical Bar • Hooks



149



Define Basement Wall Reinforced



Concrete Wall (Type RC Wall)



From TASC



Make New Element



150



SHEARWALLS – RC wall Reinforced



Concrete Wall (Type RC Wall)



151



Wall between wall columns Reinforced Concrete Wall (Type RC Wall)



In project setting🡪calculation rule, arrange end of wall with column to match the detail 152



QuantityReinforced of Wall – RebarConcrete Layout



Wall (Type RC Wall)



• Step 1: Tab {Quantity}, Select [Calculate] or [Calculate Selected Entity] • Step 2: Select wall • Step 3: Click [Edit Rebar] and [Rebar 3D] • Step 4: Click [Rebar Layout] to check Rebar Arrangement



3



1 F9



F11



4 Ctrl+E



2 Select wall



Ctrl+R



Quantity



Calculate – Per floor or entity



Click on an entity, right click, and select calculate selected entity



quantity function-calculate-Select floors-click calculate 155



Edit Rebar & Rebar 3D



156



Rebar Layout



Click Rebar Layout, click the entity that already calculated



157



View Quantity



158



View Quantity by Category



To Regenerate report Step 1: Click [Set classification Condition] Step 2: Tick attribute, move up/down 159



Report Various Type of Reports



160



Shortcut Key



161



Function Tips Move the cursor to the function and hint will be shown after 2 seconds.



162



Step-by-step Tips Click



at bottom Tool Bar



Guide step by step until complete the function



All the function are provide with Step-by-Step Tips 163



Help Video and Help Center Click on the top right corner to open learning centre and help centre Learning Center is including: • • • •



Learn Modeling Learn BQ Learn Report Learn New Feature



Help Center is: • Online Help (F1)



164



Help Video and Help Center Learn Modeling: • Identify CAD • Import BIM File • Draw Models



165



Help Video and Help Center After Click “Learn More”, a guide video will come out and showing step by step for the modelling



166



Help Video and Help Center Click Online Help, the TASC helping website page will come out



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Help Video and Help Center • The red dot means here have an update in this version



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Compatibility - Hardware



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GLODON CUSTOMER SERVICE Global Customer Service Supervision Hotline: +62-812-5000-4131



Installation & Maintenance • Software Installation in Server or User PC • License Activation • New Version Updates & Release



Software Training • Basic Training 3 days



E-Certification • Provide Four Levels cert. • Online Inquiry System • Glodon Global Certification



Project Guidance



Technical Support



• On-site Project Guidance (Actual Project)



• Live Assistant Via Tools • Off-site Service (Hot line, Email, TeamViewer, etc.) • Technical Visit



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