The roof structure was engineered using a combination of square hollow sections (SHS), posts, parallel flange channel rails, Universal Beams, and column sections. SHS columns were site-fixed to volumetric modular units below.
A complex network of SHS, RSA angle bracing, turnbuckles, and tensioned wire ropes was installed to efficiently transfer lateral loads back to vertically braced bays. Additionally, a tensioned wire rope system with turnbuckles was designed to minimize movement under load conditions, ensuring stability and structural integrity.
The 10 Trinity Square project stands as a testament to ODS’s expertise in delivering high-precision, architecturally significant steel structures. Our dedication to quality and innovation played a vital role in bringing this visionary design to life.
