Locations

The High Tech Campus (HTC) in Eindhoven is the Netherlands’ leading innovation hub.

With over 200 companies and 12,000 researchers, developers, and entrepreneurs, it’s a place where groundbreaking technologies flourish.

It’s a place where the latest and greatest in artificial intelligence, nanotechnology, and sustainable energy come to life.

When companies, start-ups, and research institutes work together, it creates something really special. They share their ideas, their energy, and their passion, and together they make incredible progress. In short, HTC is where the future is shaped.

High Tech Campus Görseli
MKA SOFTWARE AND ENGINEERING SERVICES B.V.

HEAD OFFICE

MKA SOFTWARE AND ENGINEERING SERVCES B.V.

Address: HIGH TECH CAMPUS 5

5656 AE EINDHOVEN NETHERLANDS

Email: support@mkayazilim.com.tr

 

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Global Offices

TÜRKİYE

MKA Software And Engineering Services LLC. – Mehmet Kapar

Address: Izmir Technology Development Region
IYTE Campus, Building A3 No:19
Gülbahçe, Urla 35430- IZMIR – TURKEY

Tel: +90 232 765 9151

Email:support@mkayazilim.com.tr

Website:  www.mkapeb.com

INDIA

 

Ram Caddsys Ltd – Subalakshmi M

Address: 4, Giri St, Gokulam Colony, Ramakrishnapuram, West Mambalam, Chennai, India

Tel: +91 94897 86395

Email: info@ramcadds.in

Website:  www.ramcadds.com

SINGAPORE &

SOUTH EAST ASIA

Ram Caddsys Pte Ltd – Meda Raveendra Reddy

Address: 91 Bencoolen Street
#05-06, Sunshine Plaza
Singapore – 189652

Tel: +65 6802 3410

E-mail: mrreddy@ramcadds.in

Website:  www.ramcadds.com

UNITED ARAB EMIRATES &

MIDDLE EAST

Ram Caddsys Trading LLC – Meda Aditya Reddy

Address: #18-01, Sky Lobby, Burjuman Business Tower, Sheikh Zayed Street, Al Mankhool, Dubai,UAE

Tel: +971 56 507 3122

E-mail: aditya@ramcadds.in

Website:  www.ramcadds.com

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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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