RKALC Learning Centre

learn structural analysis and design through practical engineering workflows.

Explore practical video series, engineering guides and worked examples covering structural modelling, loading, analysis, verification and design using RKALC tools and Australian Standards.

New RKALC engineering platform

STM Studio — general Strut-and-Tie Modelling, analysis and design

Explore RKALC STM Studio, a general interactive environment for developing load paths, building and solving strut-and-tie models, constructing finite nodal zones, checking struts and ties, and understanding stresses inside complex N-face nodes.

RKALC STM Studio general strut-and-tie modelling, nodal-zone construction and design workflow STM Studio overview
General STM modelling Worked example N-face nodal method

From load-path development to physical nodal-zone design

STM Studio brings the complete strut-and-tie workflow into one interactive engineering environment. Start with the concrete domain and applied actions, use TopoKALC for load-path guidance, construct the analytical STM, solve the force system, then develop the actual finite nodal geometry used to transfer forces through the concrete.

The learning page also introduces the offset physical truss, AS 3600 strut and tie checks, bursting reinforcement, designer-controlled nodal faces and the general N-face plane-stress reconstruction used to interpret non-uniform stress fields inside complex nodes.

  • Create concrete domains, loads, supports and engineer-defined STM geometry.
  • Use TopoKALC topology optimisation as load-path guidance.
  • Construct, edit, merge and freeze physical finite nodal zones.
  • Review nodal face stresses, principal stresses and local stress heat maps.
  • Compare the analytical STM with the downstream offset physical truss.
  • Design concrete struts, bursting reinforcement and tension ties to AS 3600.
New video walkthrough

PT band beam analysis and design using PTKalc

Follow a five-span post-tensioned band beam from geometry and loading through tendon profiling, load balancing, analysis, serviceability, reinforcement design and the final PTKalc calculation report.

PTKalc five-span post-tensioned band beam analysis and design walkthrough Complete video walkthrough
Single video Worked example PTKalc workflow

Analyse and design a five-span PT band beam from model to report

This walkthrough demonstrates the complete PTKalc workflow using a five-span T-shaped band beam. The emphasis is on the engineering decisions behind the model: establishing the tendon profile, balancing prestress loading, interpreting structural response and refining the design based on serviceability and reinforcement demand.

  • Set up beam geometry, supports, section properties and loading.
  • Develop tendon profiles and review equivalent prestress loading.
  • Assess bending moments, shear forces and elastic stresses.
  • Review short-term and long-term deflections.
  • Assess flexural and shear reinforcement envelopes.
  • Refine the tendon profile and generate the final calculation report.
Featured learning series

Steel warehouse modelling, analysis and design

Follow a large twin-portal-frame warehouse from initial model development through gravity and wind loading, analysis, serviceability review and member design.

FeaKALC 3D model of a twin-portal-frame steel warehouse Complete learning series
3 video episodes Engineering guide Worked example

Design a steel warehouse using FeaKALC 3D

This learning series demonstrates the complete structural workflow for a large twin-portal-frame warehouse. It combines software modelling with the engineering decisions required to establish loads, interpret results and verify the final design.

  • Develop the three-dimensional structural model.
  • Apply gravity actions to AS/NZS 1170.1.
  • Develop wind actions to AS/NZS 1170.2.
  • Review reactions, force diagrams and deflections.
  • Assess precamber and serviceability requirements.
  • Verify primary steel members to AS 4100.
New technical manual

PTKalc User, Analysis and Design Manual

A detailed engineering reference for PTKalc covering the user workflow, tendon modelling, prestress actions, finite element analysis, design and long-term serviceability assessment.

PTKalc technical reference

Post-tensioned concrete analysis explained from first principles.

Revision 0 · 10 August 2026 · 76 pages

See what PTKalc is doing behind the interface

The manual documents the principal analysis and design methodologies implemented within PTKalc. It is intended both as a user guide and as a transparent engineering description of how the software represents prestressing, solves the structure and assesses reinforced and post-tensioned concrete members.

  • User interface, model setup and result review.
  • Tendon profile geometry and equivalent prestress loading.
  • Friction losses and anchorage draw-in.
  • Finite element representation of prestress actions.
  • Flexural and shear design to AS 3600:2018.
  • Cracking, creep, shrinkage and long-term deflection.
Open PTKalc manual & verification →
Featured learning series

Strut-and-Tie Modelling for reinforced concrete design

Learn how discontinuity regions (D-regions) are idealised into struts, ties and nodes, then verified using Australian design requirements through practical RKALC examples.

Strut-and-Tie Modelling example in RKALC Complete learning series
Growing video series Engineering guide Worked examples

Design reinforced concrete discontinuity regions using RKALC

This learning series introduces the engineering principles of Strut-and-Tie Modelling before demonstrating complete design workflows within RKALC. From establishing load paths to checking nodal stresses and reinforcement requirements, the focus remains on understanding the structural behaviour rather than simply obtaining software results.

  • Identify B-regions and D-regions within reinforced concrete members.
  • Develop rational strut-and-tie models representing load paths.
  • Establish strut, tie and nodal forces.
  • Verify nodal capacities and concrete strut stresses.
  • Design reinforcement required for tension ties.
  • Apply Australian design provisions using RKALC.
Technical publication

TopoKALC topology optimisation and structural load-path exploration

Read the TopoKALC technical paper covering the ground-structure optimisation method, candidate load-path generation and its use as an engineering aid for structural form and strut-and-tie modelling.

TopoKALC topology optimisation technical publication Technical paper
Topology optimisation Load-path exploration STM workflow

Explore efficient structural load paths before detailed design

TopoKALC provides engineers with a practical ground-structure topology optimisation environment for investigating how applied loads can be transferred through an allowable structural domain. The technical publication explains the implemented RKALC approach, its optimisation workflow and how the resulting topology can inform structural form-finding and preliminary strut-and-tie idealisation.

  • Understand the TopoKALC ground-structure optimisation method.
  • Generate candidate structural load paths from a user-defined domain.
  • Control topology resolution through mesh size and member length.
  • Interpret optimised members as an engineering load-path model.
  • Use topology results to inform reinforced concrete STM development.
  • Understand the relationship between TopoKALC and the RKALC STM calculator.
Featured learning series

TribKALC column load rundown and optimisation

Learn how to convert an architectural floor plan into column loads, optimise column sizes and verify results through practical RKALC workflows suitable for multi-storey reinforced concrete buildings.

TribKALC Column Load Rundown Example Complete learning series
Growing video series Engineering workflow Worked example

Generate column load rundowns directly from architectural plans

This learning series demonstrates a complete TribKALC workflow, from importing and calibrating a PDF floor plan through to tracing slabs, walls, cores and columns, generating tributary loads, optimising column sizes and validating results using FEAKalc 3D. The emphasis is on understanding the engineering process while reducing hours of repetitive manual calculations.

  • Import and calibrate architectural PDF floor plans.
  • Trace slabs, walls, cores and columns.
  • Generate tributary areas and column load rundowns.
  • Optimise reinforced concrete column sizes.
  • Create professional optimisation reports automatically.
  • Verify reactions and loads using FEAKalc 3D.
Featured learning resource

ReoMark quantity take-off, optimisation and sustainability

Learn how to create structured reinforcement markups, prepare reliable quantity take-offs and use reinforcement data to support cost planning, tonnage optimisation and sustainability decisions throughout the structural design lifecycle.

ReoMark reinforcement quantity take-off and optimisation example Complete video walkthrough
Single video Engineering workflow Worked example

Make reinforcement quantities visible from concept design

This walkthrough demonstrates how ReoMark supports quantity-aware structural engineering from preliminary design through to detailed documentation. It shows how engineers can replace informal hand markups with a structured digital workflow, communicate reinforcement requirements clearly to drafting teams and generate measurable reinforcement quantities before documentation is complete.

The focus is not simply on minimising reinforcement. It is on establishing realistic quantities early, understanding where reinforcement is being consumed and maintaining efficient tonnage as architectural layouts, services coordination and design requirements evolve.

  • Create digital reinforcement markups for drafting and production teams.
  • Prepare reinforcement quantity take-offs at preliminary design stage.
  • Track quantities as the project progresses into detailed design.
  • Identify reinforcement layers and areas driving overall tonnage.
  • Compare alternative bar diameters and spacings.
  • Support cost planning and embodied carbon assessments.
New video walkthrough

Coupling beam behaviour, design and ETABS workflow

Follow the design of reinforced concrete coupling beams from coupled-wall behaviour and ETABS force extraction through overstrength, strut-and-tie modelling, nodal checks and RKALC batch design.

RKALC coupling beam design walkthrough and strut-and-tie model Complete video walkthrough
Single video Engineering guide ETABS workflow

Design deep coupling beams using structural behaviour and STM principles

This walkthrough explains how coupling beam stiffness influences the distribution of shear through the height of a coupled-wall system, and why the forces obtained from analysis must be interpreted before design begins. It then develops a practical workflow for designing deep coupling beams as strut-and-tie models rather than relying on conventional beam theory.

The example also demonstrates how ETABS coupling beam actions can be exported, reviewed and processed through RKALC, including overstrength, flexural, nodal and strut checks across multiple beams.

  • Understand coupled-wall behaviour and coupling beam shear distribution.
  • Review the effect of flexible and rigid coupling beams.
  • Extract coupling beam moments and shears from ETABS.
  • Apply Australian Standard overstrength requirements.
  • Develop and verify deep-beam strut-and-tie models.
  • Batch-design multiple coupling beams using the RKALC workflow.
New video walkthrough

Pad footing design on rock and sand – Flexural vs Strut-and-Tie Modelling

Learn when a reinforced concrete pad footing should be designed using conventional flexural theory and when Strut-and-Tie Modelling (STM) provides a more appropriate representation of the load path in accordance with AS 3600.

RKALC pad footing design on rock and sand using flexural design and strut-and-tie modelling Complete video walkthrough
Single video Engineering guide AS 3600 workflow

Design reinforced concrete pad footings using the correct structural behaviour

This walkthrough compares pad footing behaviour on sand and rock, demonstrating why some footings behave as conventional flexural members while others should be analysed using Strut-and-Tie Modelling. The examples explain how bearing capacity, footing geometry and load paths influence the appropriate design method.

The video also demonstrates both RKALC applications, including flexural design, punching shear, one-way shear, column bearing, nodal verification, strut capacity checks and bursting reinforcement for deep footings.

  • Understand the behavioural difference between footings on sand and rock.
  • Identify when flexural theory is appropriate.
  • Recognise when Strut-and-Tie Modelling should be adopted.
  • Review punching shear, one-way shear and column bearing checks.
  • Verify nodal zones, concrete struts and bursting reinforcement.
  • Generate AS 3600 design reports using the RKALC footing and STM tools.
RKALC learning approach

Software workflow supported by engineering judgement

Each learning topic is developed around a practical engineering problem rather than an isolated software feature.

01

Build the model

Establish the structural arrangement, support conditions, materials and section properties.

02

Establish the actions

Determine the relevant permanent, imposed, wind and other actions for the example.

03

Interpret the response

Review reactions, displaced shapes and member-force diagrams before relying on final design checks.

04

Verify the outcome

Compare the software output with simplified calculations, expected behaviour and project-specific requirements.