Concrete slabs can take many forms including prestressed precast and cast in place construction.
Steel beam to cmu wall connection.
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Header studs stirrups concrete in compression concrete panel in shear steel.
The behaviour of components in terms of resistance stiffness and deformation capacity is summed up for components in concrete and steel parts.
Details should generally seek to optimise structural requirements.
T able of c ontents c hapter 1 m asonry c avity w all d etails s hear c onnected c hapter 2 m asonry c avity w all d etails a djustable t ies c hapter 3 b rick v eneered s teed s tud b ackup w all d etails s hear c onnected c hapter 4 b rick v eneered s teel s tud b ackup w all d etails s lotted t ies c hapter 5 s ingle w ythe l oadbearing m asonry w all d etails c hapter 6 m.
Top of wall connection wall restraint adjacent to steel beam.
Connection details by wall type tural fabrication ilizing bat walls with steel i beams st09 8 steel roof with 12 inch masonry wall axiomcpl photograph and diagram of wall anchors.
And beams connection details should recognise the physical characteristics of both steelwork and the material to which the steelwork is connected.
Concrete joints in vertical position e g.
Top of wall bracing.
If a welded connection is desired between a masonry bearing wall and steel roof joist you can specify a bearing plate with studs solidly em bedded in a grouted bond beam.
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Top of wall connection wall restraint adjacent to steel girder.
A continuous bulb tee embedded solidly in a grouted bond beam pro vides a welded connection between a masonry bearing wall and a steel roof joist.
Proprietary systems that use concrete masonry units as a filler between the steel joists are also available.
Steel bar joists typically use pocketed or ledger connections to concrete masonry walls.
Top of wall connection at steel beam offset.
Top of wall connection perpendicular at sloping members.
Top of wall connection concrete floor and beam connection.