Deflection Of Sheet Metal Triangular Plate

The type of plate material will impact the deflection due to differences in desities.

Deflection of sheet metal triangular plate. Calculating deflection of simply supported sheet metal rhtpe structural 23 feb 10 17 38 the two major us steel form manufacturers use 3 16 skin material with supports at 12 c c and their systems are rated at 1 500 psf. Many of the stress and deflection equations and calculators referenced from. Width of the steel plate. Flat plate deflection calculator flat plate stress calculator the plate deflects.

Engineering calculators menu engineering analysis menu. This is the amount of weight the steel plate will be supporting. The non dimensional maximum central deflection w m of the back face sheet and structural response time t for rectangular sandwich plate β 0 5 are plotted in figs. 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.

Length of the plate. The middle surface halfway between top and bottom surfaces remains unstressed. Thickness of the plate material. I want to know if i picked this plate up in the center how much it would sag on the ends deflection under its own weight.

A thicker metal plate is much better at supporting heavier loads. L 6 93 kn per meter 706 5 kg m x 9 81 1000 w. However the plate will attend its maximum deflection for the free edge at the node 0 5 0 5. I have a plate that is 10 000mm long by 3 000mm wide and 30mm thick steel is mild steel grade s355.

Bending of plates or plate bending refers to the deflection of a plate perpendicular to the plane of the plate under the action of external forces and moments the amount of deflection can be determined by solving the differential equations of an appropriate plate theory the stresses in the plate can be calculated from these deflections. 6 a and b as a function of the non dimensional impulse i respectively. At other points there are biaxial stresses in the plane of the plate. No applied load i get length 5000mm half 10meters.

It is seen that the present numerical results lie in the so called bounds of the present. Flat plates stress deflection equations and calculators.