Stonehenge is a sister concern of PES and it is known as a trustworthy leading structural steel fabricator. Stonehenge is bona fide to offer its expertise in the fabrication and installation of structural steel and plate works for various industrial and commercial applications.
With a magnificent production capacity and a plant facility Stonehenge has been supplying fabricated structural steel and plate works for major power & desalination plants, petrochemical plants, oil & gas sector, cement plants, steel mills, high-rise building projects as well as other industrial and commercial complexes in abroad and export markets.
Following documents are required to be submitted by consulting firms to qualify for doing DEA:
The Stonehenge system offers multiple returns to the end-user; the most notable are low initial investment, fast construction time, low maintenance cost, large clear spans, infinite choice of layout, inherent resistance to earthquakes, ease to expansion and unique attractive appearance.
Directors and employees are required to maintain the highest ethical standards, ensuring that business practices are conducted in a manner that, in all reasonable circumstances, is beyond reproach. In this respect the Group and its subsidiaries have adopted a Corporate Code of Conduct which has been approved by the Board of Directors.
Our Quality Control Department is capable of ensuring quality requirements to the following specifications:
Our Quality Control Department is capable of ensuring quality requirements to the following specifications:
LOADS APPLICATION
2012 EDITION OF THE INTERNATIONAL BUILDING CODE
International code council, Inc (IBC)
Bangladesh National Building Code (BNBC – 2006)
2010 edition of the Low Rise Building Systems Manual
Metal Building Manufacturers Association, Inc (MBMA)
Minimum Design Loads for Buildings of other Structure (7-10)
American Society of Civil Engineers (ASCE)
Manual of Steel Construction – 14th Edition (AISC – 2011)
Manual of Steel Construction – Allowable Stress Design (AISC – 1989)
International code council, Inc (IBC)
American Institute of Steel Construction, Inc.
2007 Edition of Cold Formed Steel design Manual
American Iron and Steel Institute (AISI)
2010 American Welding Society (AWS D.1.1.04)
Structural Welding Code – Steel Manual
Below material standards and specification are followed for the design of building component/s
# | No Components | Specifications | Minimum yield strength |
---|---|---|---|
1 | Built –up (Plates) | ASTM A-572 Grade 50 (or equivalent) | Fy = 34.5 kN/cm2 |
2 | Angles | ASTM A-36 (or equivalent) | Fy = 23.5 kN/cm2 |
3 | Beams | ASTM A-572 (or equivalent) | Fy = 34.5 kN/cm2 |
4 | Cold Form | Grade 50 | Fy = 34.5 kN/cm2 |
5 | Cladding ( Panel ) | Zinc Aluminum Base | Fy = 34.5 kN/cm2 |
6 | X-Bracing- Rods | ASTM A36 (or equivalent) | Fy = 34.5 kN/cm2 |
7 | Anchor bolts | ASTM A36 (or equivalent) | Fu = 40.0 kN/cm2 |
8 | High strength Bolts | ASTM A325 – black finish (or equivalent) | Ft= 30.3 kN/cm2 |
9 | High strength Bolts | ASTM A325 – black finish (or equivalent) | Fu=72 -83 kN/cm2 |
10 | Machine Bolts | ASTM – A 307 (or equivalent) | Ft = 13.8 kN/cm2 |
11 | Machine Bolts | ASTM – A 307 (or equivalent) | Fu = 41.0 kN/cm2 |
12 | Mezzanine Decking | ASTM A 653 (or equivalent) | Fy = 34.5 kN/cm2 |