M1 cabinet blocking detail m2 wiring and piping installation detail m3 stair framing.
Steel roof truss to column connection.
Wood roof truss or rafter direct bearing connection.
R12 wood truss bearing on steel wall r13 collector block detail r14 non aligned roof wall framing r15 hip beam miscellaneous.
I section and shs profiles.
Options to set the roof girders on wood post or concrete wall also available.
Benchmark the shear capacity of roof to wall connections load direction parallel to wall assembled with hand driven common nails pneumatic nails and a combination of pneumatic nails and light gage steel roof clips using full scale roof assembly tests and individual connection tests.
2 types of trusses.
Seshu adluri connections many types based on function beam to beam connections beam to column connections column to column connections column base plates pocket beam gusset plate connections truss type frame type bracings splices cover plates.
In the case of large roof trusses which cannot be transported whole welded sub assemblies are delivered to site and are either bolted or welded together on site.
In high wind i e greater than 110 mph three second gust or high seismic areas i e seismic design category d an extra metal connector is often necessary.
F5 floor bearing on i beam connection f6 lapped joists f7 continuous joist.
Connecting wood roof trusses to concrete masonry walls by using direct bearing connections.
Steel roof pitched truss connection over a steel column.
Roof steel truss column overhang connection detail.
In light roof trusses entirely bolted connections are less favoured than welded connections due to the requirement for gusset plates and their increased fabrication costs.
As an example consider a transfer truss spanning 30 m supporting two columns at third points each carrying 10 mn from floors above.