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Steel connection design – reinvented Design and check all structural steel joints according to the code in minutes

Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

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Page 1: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Steel connection design – reinvented

Design and check all structural steel joints according to the code in minutes

Page 2: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

IDEA StatiCa FOR STRUCTURAL ENGINEERINGDevelopment team with 20 years of experience of making innovative software for structural engineers in more than40 countries.

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Page 3: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Engineering software dedicated to structural design and code-check of joints, cross sections, beams and other details.

Thousands of licenses around the world

Software results validated by universities

Linked to major CAE/CADprograms

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Page 4: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

1MAKING YOUR PROJECTS SAFE AND CODE COMPLIANT

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Page 5: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

CAE PROGRAMS

Focus on the model of the whole structure.

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Page 6: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

STRUCTURAL DEFECTS

The majority of defects is caused by bad design of a particular joint or other detail.

Waste of time

Waste of material

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Page 7: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

IDEA StatiCa FOCUSES ON JOINTS AND CONNECTIONS

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Page 8: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

IDEA StatiCa COMPLEMENTS WHAT YOU HAVE

SW for thewhole

structure

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SW forstructural

details

Local operations Global operations

Page 9: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

IDEA StatiCa is the first one to provide SW for joints andconnections with development

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capacity and professionalism ofof CAE programs.

Page 10: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

2THE CHALLENGE

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Page 11: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

WE WANT TO BE ON THE SAFE SIDE

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To comply with the design code (AISC,Eurocode, …)

Page 12: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

STANDARDEasy joint

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NON-STANDARDDifficult joint

Page 13: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

STANDARDEasy joint

NON-STANDARDDifficult joint

Design books Advanced scientific model

Excel spreadsheet

Estimation

Avoid using the joint

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Page 14: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

30 %Difficult joint

70 %Easy joint

30 %Easy joint

70 %Difficult joint

NUMBER OF JOINTS

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TIME SPENT

Page 15: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

We are here with a tool to check all structural steel joints in minutes.

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Page 16: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TESTIMONIALARUP (UK, USA, AU)

Graham Aldwinckle,Associate Director – ARUP London

„10 years ago, we had to go through a quite complex way, which involved Nastran analysis and other custom weldchecks. What we’ve got out of IDEA StatiCa is a muchquicker, simpler way to analyze a node like that.“

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Page 17: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

3SOLUTION

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Page 18: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

ALL TYPES OF JOINTS

2D Frames & Trusses Footing & Anchoring 3D Frames & Trusses

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Page 19: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Stress/ strain analysis

DESIGN WITH IDEA StatiCa CONNECTION

Buckling analysis Stiffness analysis

Member capacity design Design joint resistance Overall check

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Page 20: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Stress-strain Buckling analysis Stiffness analysis Overall check

ELECTRICITY TOWER MAST, POLAND

Huge normal force loads the group of bolts eccentrically. Bolts cannot take this.

Rearranging of bolts solved the problem.

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Page 21: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Stress-strain Buckling analysis Stiffness analysis Overall check

STEEL WAREHOUSE, GERMANY

Connection fully satisfies all stress/strain checks

But the web of the beam can collapse because of local buckling

Additional stiffener resolved this problem

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Page 22: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Stress-strain Buckling analysis Stiffness analysis Overall check

POWER PLANT, CZECH REPUBLIC

Ovalization of CHS. Stiffness perpendicular to CHS is lower.

All CHS are welded to one plate. Stiffness is 10x higher.

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Page 23: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Stiffness analysis Overall checkStress-strain Buckling analysis

HEATHROW AIRPORT, UK

Connection was not designable with the suggested prescribed EC3 requirements and a more generic analysis approach had to be adopted.

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Page 24: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

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Page 25: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Any topology, any loading, in minutes.

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Page 26: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TESTIMONIALODAN-DETECH(CANADA)

John Krpan M.S.C.E., P.EngPresident of ODAN-DETECH Group Inc.

„Simple, visual and the power of FEA. The biggest advantage is its ease of use. There are other similar programs, but not one like IDEA. This is why we chose IDEA StatiCa. “

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Page 27: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

4CREDIBILITYVerification and validation of the new CBFEM method.

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Page 28: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

COMPONENT BASED FINITE ELEMENT MODEL (CBFEM)The weak point of standard Component method Design guides is that the topology is limited.

Component Model Bolted Joint CBFEM model

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Page 29: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

We recalculated standard connections from design guides, with the same results.

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Page 30: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

Complex FEA models were compared with IDEA StatiCa. Same results.

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Page 31: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

VERIFICATION –COMPLEX TOPOLOGIES

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Tailor-made design models created in various software.

Live testing.

All studies published.

Two university teamsspent over 3 years onthis.

Page 32: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

COOPERATION WITH UNIVERSITIES= VERIFIED SOLUTION

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Page 33: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

There is sophisticated method inside. It was verified and transformed into a tool how to create joints.

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Page 34: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

REAL-LIFE MANUFACTURING OPERATIONS

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Page 35: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TESTIMONIALCAUNTON ENGINEERING (UK)

Robert WeedenTechnical Director – CEng MIStructE MICE

“This has the potential to be game-changing connection design software, there is nothing else like it currently available.”

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Page 36: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

5WORKFLOW

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Page 37: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

BIM INTERFACE – CAD PROGRAMSTekla Structures and Advance Steel.

Node Selection in AS Input of Load Effects Check acc. to the code

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Page 38: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

BIM INTERFACE – FEA PROGRAMSSAP 2000, StaadPRO, Robot, Revit Structure, SCIA Engineer, RFEM, AxisVM, ConSteel, etc.

Node Selection in RSA Design of Connection Check acc. to the code

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Page 39: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

IDEA StatiCa would not build such strong links without having strong relationships with the key players in our industry.

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Page 40: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

PARTNERSHIPS

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Page 41: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TESTIMONIALINDUS INGENIERÍA (SPAIN)

Cesc Aldabó FernándezOwner

„A super-powerful and fast way to analyze nearly all kind of steel connections. Thanks to its compatibility with other software and its constant evolution, a simplified and faster process of connection’s analysis is achieved.“

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Page 42: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

6CUSTOMER EXPERIENCE

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Page 43: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

CLIENTS

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Page 44: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

95 %

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of tickets sorted within a week. Technical support is done by structural engineers.

Page 45: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

7REPORTING & LOCALISATION

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Page 46: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

REPORTING

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We support various design codes.

Various sets of material types, cross-sections, bolts, etc.

Different types of reports.

Schemes of drawings.

Page 47: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

OUTPUT REPORTThree types of output reports – one line, one page and detailed.

All checks according to the code are displayed and referenced.

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Page 48: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

RELEASES

2 RELEASES OF NEW FUNCTIONALITY ANNUALLY APRIL / OCTOBER

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Page 49: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TESTIMONIALTRACTEBEL ENGINEERING

Prof. Dr. Ir. Luc SchueremansEngineering Manager

“IDEA Connect makes it possible to calculate strength and rigidity even for extremely complex cases where hand calculations are impossible and other software fail.“

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Page 50: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

99 %

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of our customers saw the potential of IDEA StatiCa after 30 minutes of testing.

Page 51: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

TRY OUR FREE TRIAL!

It takes 30 minutes to see the potential

Our customers use it for non-standard joints as well as standard ones

The software repays itself in your first projects

Page 52: Steel connection design reinvented · 2020. 6. 30. · Ovalization of CHS. Stiffness perpendicular to CHS is lower. All CHS are welded to one plate. Stiffness is 10x higher. 22. Stress-strain

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