Cad block of a traditional timber roof truss (king post roof truss). Each truss is composed of: principal rafters, king post, struts, tie beam and bolted steel plates. Dwg file format.
Structural detailing of the connection between i-beam and cold framed Zee profile. Drawing of secondary steeel framing system. Roof purlin welded to the top flange of i-beam.
Structural detailing of the connection between i-beam and cold framed C profile (C-shape, channel). Drawing of secondary steeel framing system. Roof purlin welded to the top flange of i-beam. Dwg file format.
Detail of steel roof deck (metal deck sheet) to roof purlin connection using self drilling screws (stich screws, gasketed sheet metal screws). Sections and isometric view. Construction detail in dwg file format.
Detail of i beam to column bolted connection. Shear connection. Frame connection. Connection to transfer beam loading into column by means of shear. Dwg file format.
Double angle web cleats simple beam to beam connection. Simple connection. IPE profile beam connected to the web of a supporting IPE beam with double angles and bolts (flash-level top flanges).
Double angle web cleats simple beam to beam connection (same size). Simple connection. IPE profile beam connected to the web of a supporting IPE beam with double angles and bolts (flash-level top flanges).