Floor Plate Bending Capacity Table

Floor plate a note at the bottom of the floor plate bending capacity table on p.

Floor plate bending capacity table.

2 145 in the 9th edition asd manual indicates that the loads are based on an extreme fiber stress of 16 ksi and simple span bending. For class 1 sections. Durbar is the leading brand of structural steel floor plate made in the uk for over 50 years only by tata steel. For a rectangular section f is equal to 1 5.

Flat plate deflection calculator flat plate stress calculator the plate deflects. The pattern of diamond studs on genuine durbar is on average 23 deeper than generic floor plates with 10 more studs providing outstanding slip resistance. In that table in many cases for combinations of plate thickness span and loading the results are deflections that are larger than 1 2 of the plate thicknesses. Also at the right side of the screen there.

Flat plates stress deflection equations and calculators. Fourth impression 9 00 and the floor plate bending capacity table found on page 2 145 is replicated off actual load and divide by the load given above. The middle surface halfway between top and bottom surfaces remains unstressed. The ratio of mp to my is called as the shape factor f for the section.

Many of the stress and deflection equations and calculators referenced from. Slip resistantfloorplate load table thickness inches span 3003aluminumfloorplate 333 148 83 53 37 0 13 0 30 0 53 0 83 1 19 750 333 188 120 83 61 47 0 09 0 20 0 35 0 55 0 79 1 08 1 41. For verification the road plate shall be modelled as an equivalent beam according to en1993 1 7 2007 5 2 3 4 2 1 1 2 1 resistance to bending. Design of steel structures prof.

Floor plate bending capacity floor plate uniform loading capacity of the main calculation worksheet at the right side of the screen. At other points there are biaxial stresses in the plane of the plate. For a wide flange section f is equal to 1 1. The follow web pages contain engineering design calculators that will determine the amount of deflection and stress a flat plate of known thickness will deflect under the specified load and distribution.

1 2 2 resistance to shear. The 16 ksi allowable stress seems to be very conservative assuming that the plates would likely have a yield. Varma in figure 4 my is the moment corresponding to first yield and mp is the plastic moment capacity of the cross section.