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Long span structures in Concrete and Steel
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Дияна Георгиеваcivil engineer at Agropolychim JSC. Deepa Thomasdissertation on long span structures, Junior Architect at Regal Realtors And Projects at Regal Realtors And Projects. Joe Ranj. Zaki Wamia Aunushua at CommunityAction. Show More. Views Total views. Actions Shares. No notes for slide. Long span structures 1. For Such structures span is unable to be achieved with ordinary R. Generally long spans result in flexible, column-free internal spaces, reduces substructure costs and time to dissertation on long span structures the structure.
LONG SPAN BEAMS The use of long span beams results in a range of benefits, including flexible, column-free internal spaces, reduced foundation costs, and reduced steel erection times. Many long span solutions are also well adapted to facilitate the integration of services without increasing the overall floor dissertation on long span structures. Floor grids comprise two layers of fully continuous beams running in orthogonal directions. Services running in either direction can be integrated within these two layers, so that services passing in any direction can be accommodated within the structural floor depth.
A further benefit is that, being fully continuous, the depth of the beams themselves is reduced without incurring the expense and complexity of rigid, full strength connections.
This enables the structural and service zones to occupy the same space, thereby reducing the effective overall depth of floor construction for a given spanning capability. Openings may also be formed for aesthetic reasons, for instance with cambered beams used to support a roof.
Composite beams with web openings have been shown to be a cost effective solution for spans in the range m. The two Tees, dissertation on long span structures, which may not come from the same donor section are then welded together to form an I-section with web openings which have a characteristic shape normally, but not necessarily, circular.
They are another solution that allows services to be accommodated within the structural floor zone. The depth of the girder increases towards mid-span, where applied moments are greatest, and thereby facilitating hanging services under the shallower regions near the beam supports.
ARCH 445 Lecture 01bc Long Span Intro bc
, time: 43:22Long span structures
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