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Beam calculations
Structural Design of a 6.2m Span Beam
The project involved the design of a 6.2m span Universal Column (UC) section beam. This beam was tasked with supporting a significant load, including the floor, ceiling, roof, and an external cavity wall above. To enhance its load-bearing capacity, a plate was welded to the bottom of the UC section to support the external leaf. The beam was securely supported by 215mm thick brick pillars on either side.
Key Considerations
Load Calculations : Accurate calculation of all loads, including dead loads, live loads, and wind loads.
Section Selection : Selection of an appropriate UC section to withstand the applied loads.
Plate Design : The welded plate is designed to ensure adequate support for the external leaf.
Connection Design : Design connections between the beam and the brick pillars to ensure structural integrity.
Deflection Limits : Ensuring that the beam’s deflection meets the required limits to prevent excessive movement and potential damage.
Real Estate
Reinstate West Project
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Commercial Properties
Sky Tail Tower
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