MkaPEB Cost-Reduction Strategies

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2019- Development of MkaPEB completed

The aim of this new software is to be the best software that can be used by engineers and fabricators in the world, covering the tendering, design and fabrication phases of a warehouse-hangar type structure. For this reason it includes

  • ASCE-07-16 (USA), Eurocode-1 (European Union and Turkey), IS-875 (India) as load codes.
  • TDY-2018 (Turkey), AISC-341-16 (USA), Eurocode-8 (European Union and Turkey) for seismic regulations.
  • CYTHYE-2016 (Turkey), AISC-360-10 (USA), AISC-360-16 (USA), Eurocode-3 (European Union) steel design codes.
  • Detailed calculation reports have been prepared for easy verification of the calculations.
  • Building model created in 3D
  • Engineering drawings are generated from the 3D structural model.
  • Fabrication drawings can be produced in detail and assembly.
  • Files in DSTV-NC format can be prepared for production of individual parts on CNC machines.
  • In order to accurately calculate the cost of the structure, in addition to the quantity of steel and reinforced concrete structural elements, issues such as the paint to be used, the cost of welding and welding labour have been studied.

Now we are ready to go beyond the borders of Turkey…

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2016- MkaPEB development started

It was observed that the technical drawings prepared by MkaSteel, which was previously used for the production of single-storey steel industrial buildings, could not be used for manufacturing, the programme was only used to prepare the licence projects given to the municipalities, and other software was used to obtain the technical drawings. In order to make this change, it was decided to develop a new software called MkaPEB.

 

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2014- MkaSteel

Many new features have been added to MkaSteel such as calculation of joints according to Eurocode3, trapezoidal building, design of light steel structural elements according to Eurocode3 and export of the project to Tekla while passing CelikProEC.

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2011- CelikProEC development completed

The previous version CelikPro-4 was based only on Turkish standards. In this version, load calculations according to Eurocode-1, reinforced concrete structural elements according to Eurocode-2, steel structural elements according to Eurocode3, calculation of soil bearing capacity according to Eurocode7 were added.

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2008- CelikProEC development started

The previous version CelikPro-4 was based only on Turkish standards. It was developed with vb.6.0 and did not comply with software development rules. In the new version, we changed the development platform to c#.NET. In this version, load calculations according to Eurocode-1, reinforced concrete structural elements according to Eurocode-2, steel structural elements according to Eurocode3, soil bearing capacity calculation according to Eurocode7 were added. Our aim was to carry our software beyond the borders of Turkey.

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2005- CelikPro was introduced at Istanbul Building Fair

In addition to steel roof trusses, portal frames, steel columns as well as reinforced concrete columns, multiple roof systems side by side, we returned with many requests and many sales.

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2002- CelikPro development started

CelikPro initially started with the work of 2 civil engineers and 2 academic civil engineers. Civil Engineer. Mehmet Kapar, Construction. Yük. Engineer. Tevfik Seçer, Construction. Dr. Engineer. Özgür Bozdağ, Prof. Dr. Gürkan Özden. Our aim with the programme developed with vb 6.0 was to prepare a software that calculates and draws steel roof trusses. CelikProEC has reached more than 1200 users until 2011.

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Shattering the Monopoly: How AI-Driven Cost Optimization is Positioning Steel as the Low-Cost Leader and Unlocking a 20X Larger Market

The Strategic Amplification of Engineering Talent: Leveraging AI as a Force Multiplier in Structural Design to Drive Innovation and Growth

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

The Strategic Amplification of Engineering Talent: Leveraging AI as a Force Multiplier in Structural Design to Drive Innovation and Growth

Shattering the Monopoly: How AI-Driven Cost Optimization is Positioning Steel as the Low-Cost Leader and Unlocking a 20X Larger Market

The First-Mover Advantage in PEB Bidding: Leveraging AI to Win More Projects with Unbeatable Speed and Precision

Snow Load
Wind Load
Seismic Information
Snow Load Code USA: ASCE-07-22
Risk Category II
Snow Surface Type B (see Section 26.7)
Exposure Type Fully Exposed
Thermal Condition Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2 0.0
Ground Snow Load 30 lb/ft² | 1.437 kN/m²
Flat Roof Snow Load 22.68 psf | 1.086 kN/m²

Wind Load Code USA: ASCE-07-22
Main Wind Force Resisting System Chapter 27
Components And Claddings Chapter 30
Building Class I
Wind Exposure For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m).
For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type 2D Ridge
Kzt 1.00
In Hurricane Prone FALSE
Wind Speed 85 mph
Enclosure Class Enclosed buildings
Internal Pressure Coefficient Cpi+ 0.18
Internal Pressure Coefficient Cpi- 0.18

Seismic Design Code USA: ASCE-07-22
Longitude 34.05354
Latitude -118.24529
Ss 2.442
S1 0.857
Pga 0.924
Pgv 0.924
Ground Type C
Ground Type Description Very dense sand or hard clay
Structural System C04: Steel ordinary moment frames
Reduction Factor (R) 3.5
Importance Factor (I) 1
Live Load Factor (n) 0.3

Snow Load Table

Snow Load

Snow Load Code USA: ASCE-07-22
Risk Category II
Snow Surface Type B (see Section 26.7)
Exposure Type Fully Exposed
Thermal Condition Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2 0.0
Ground Snow Load 30 lb/ft² | 1.437 kN/m²
Flat Roof Snow Load 22.68 psf | 1.086 kN/m²
Wind Load Table

Wind Load

Wind Load Code USA: ASCE-07-22
Main Wind Force Resisting System Chapter 27
Components And Claddings Chapter 30
Building Class I
Wind Exposure For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m).
For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type 2D Ridge
Kzt 1.00
In Hurricane Prone FALSE
Wind Speed 85 mph
Enclosure Class Enclosed buildings
Internal Pressure Coefficient Cpi+ 0.18
Internal Pressure Coefficient Cpi- 0.18
Seismic Information Table

Seismic Information

Seismic Design Code USA: ASCE-07-22
Longitude 34.05354
Latitude -118.24529
Ss 2.442
S1 0.857
Pga 0.924
Pgv 0.924
Ground Type C
Ground Type Description Very dense sand or hard clay
Structural System C04: Steel ordinary moment frames
Reduction Factor (R) 3.5
Importance Factor (I) 1
Live Load Factor (n) 0.3

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