This may seem to be a trivial question.
Girder to floor plate.
Sill plate girder post anchor bolts sill sealer figure 3 1 the starting components for a floor system chapter three glossary refer to figure 3 1 for locations of components described below.
For a rim joist at the edge of a floor position the joist near the outer ends of the girders.
Girder a load bearing horizontal framing member beam.
Place a joist flat atop the girders and perpendicular to the girders.
Anchor bolt a special fastener connecting the sill plate to the foundation wall.
By 1950 s welded plate girders replaced riveted and bolted plate girders in developed world due to their better quality aesthetics and economy.
Plate girder design using lrfd cynthia j.
With over 130 completed projects throughtout north america the girder slab system has been accepted by industry design and construction professionals as an efficient cost saving approach to multi story residential building applications.
The foundation will need notches sawed or formed into it for the girders ends.
In this case it.
The plates were joined together using angles and rivets to obtain plate girders of desired size.
The girder slab system combines the advantages of structural steel and flat plate concrete.
The piers will need to be built at a grade so the top of the pier will be a distance the same thickness as the girder below the bottom of the floor joists.
However it is a necessary and important part of plate girder design when applying the load and resistance factor design lrfd specification 1 a beam can be a rolled or a welded shape but it does not have.