MkaPEB is the leading structural analysis software.

MkaPEB is the most efficient and comprehensive software ever developed for the analysis and design of single-storey steel structures worldwide.

It empowers engineers to achieve the most cost-effective solutions in the shortest time, all while maintaining the highest standards of quality.

Explore the power of MkaPEB

MkaPEB combines cutting-edge analysis with an intuitive interface built for engineers. Navigate the complexities of PEB design with powerful, intelligent tools. Discover a new standard for what structural software can achieve.

More Detail

AI-Powered Optimization for the Lightest and Reliable Steel Structures.

We're so excited to share that we've invented artificial intelligence for PEB. You're already enjoying the benefits!

More Detail

Pay only for what you need.

Stop wasting money on bloated software packages! Our modular system allows you to select the specific features that align with your workflow. Start small and inexpensive, then seamlessly add power as your business grows.

More Detail

Verification

Trust our analysis, but always verify it; a simple check ensures complex results are right.

More Detail

Design Assumptions

A structural analysis program is a powerful calculator, not a magician. It will blindly calculate based on the assumptions you provide.

More Detail

Contact Us for a 60 Minute Presentation

Would you like us to arrange a personal MkaPEB demo walkthrough or explore tailored case studies? Let us know, and we’ll be happy to provide more specific insights!

Schedule time with us
2

Mergen-Steel Profile Processing Center R&D Project

The most important of the steel building pre-fabrication stages is the cutting and drilling of individual parts. In this project, different solutions for the processing of steel profiles are proposed.

2

Mergen-Smart Factory R&D Project

Mergen is a process tracking and decision support software development project for steel structure manufacturing factories. This R&D project was supported by The Scientific and Technological Research Council of Turkey (TUBITAK) for 42 months between 2018-2021. The project budget is $454,000 in 2018. As of 2025, taking into account US inflation, the current cost is $642,000

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

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/CelikYapiModeliOnDegerlendirmesi.pdf"]

[/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/CelikYapiyaEtkiyenYukleri.pdf"]

[/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/CelikYapilardaYukBirlesimleri.pdf"]

[/dflip]

 

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/GeoteknikRaporVeTemelTasarimi.pdf"]

[/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/ServiceContractDE.pdf"]

[/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/ServiceContractTR.pdf" ]

[/dflip]

 

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/07/ServiceContractEN.pdf"]

[/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/06/General-Terms-And-ConditionsDE.pdf"] [/dflip]

[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/06/General-Terms-And-ConditionsEN.pdf"]

[/dflip]

 
[dflip source="https://www.mkapeb.com/wp-content/uploads/2024/06/General-Terms-And-ConditionsTR.pdf"] [/dflip]

Please choose

Product(s)

Please review the Terms,Conditions and Privacy Policy

3 + 2 =