Architectural demands for square column grids with spacings up to 12 m (almost 40ft) led to the development of stub girder construction.
The stub girder comprises of:
The stub girder comprises of:
- a bottom chord which acts in tension
- a series of short beams (the stubs) which connect the bottom beam to ...
- ... the top chord which is the concrete slab and acts in compression.
- secondary beams which span across the bottom chord, designed as continuous beams
- the voids created are used for services.
The major disadvantage of the system is that it requires temporary propping until the concrete has gained adequate strength for composite action.
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