First conceptual design 3D Side view Arch supporting the structure

3D Front view Rectangular design mainly steel and glass

3D Closer front view Tried to introduce a column less design as far as possible

3D Side view showing secondary building Secondary building also with rectangular design mainly steel glass and concrete floors

Second conceptual design that was further developed 3D Back view of chosen design

Descriptive video to give better orientation and understanding of the chosen design

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Wind resisted by bracing. 8 bays provided and each two act as a single system. This increases the stiffness of the building against eccenticitie s of vertical loads and horizontal loads Wind Pressure

Sway stability Wind Direction

Level above ground (m)δ (mm)α cr Each value of α c r is larger than 10 α cr > 10 The structure is stable against second order sway in global mode

Dynamic stability

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Wind excitation frequency St= Strouhal number for the structure D= breadth of structure U= wind speed Consider Rectangular section Structure can be considered dynamically stable Since f > n

First step is to put the foundations After that the steel frame is erected

Concrete can be poured after the steel frame is in place

Installation of roof trussesPutting glass glazing into place

The last step is to install the ETFE panels and to inflate them

Steel made from 60% recycled material Reduce the carbon footprint of the building Concrete mixed using new technology Sustainability in Design

Figure – double glazed window

Figures – ETFE roofs

Figure – Natural ventilation

Risk Management Assessment – establishing the onsite risks Evaluation – calculating the hazards Management – taking appropriate actions Measurement – recording the effects caused by the previously taken actions

Work at Heights Safety harnesses Safety nets Cranes Only professionals

Plant and Machinery Use Specific safety briefs Fence restrictions Proper maintenance Adequate equipment

Other Measures Regular inspections Proper training Appropriate sanctions “A clean site is a safe site” Onsite protocol Previous failure research