The OP by his schedule is building a cored hatch so there are two aspects to consider
1) Is the top skin capable of withstanding a load before puncture or failure? and
2) The OP is trying to calculate the amount of deflection of the cored hatch
With this in mind, the deflection is a result of a Load in pounds NOT pressure in psi. Ie a 600 pound force over 1/2 a square inch is 1200 psi and the same load applied over 1 square inch is 600 psi. The deflection is determined by the 600 pound load. (very small variances due to the slightly larger footprint)
The plate deflection calculators, abundant on the internet, require input in say pounds, inches etc to calculate bending stresses and deflection
With the calculators are inputs to the type of plate support at the perimeter. Ie a plate welded around the perimeter will deflect less than a simply supported, ie resting on a sill,
So the goal is to figure out what load/force a 300 pound person, in a dynamic situation , wave slam etc , would produce and apply this force to the center of the hatch to calculate the deflection.
The vertical down force a person will exert on the hatch is a function of the acceleration in the vertical up direction that the boat may be subject to. Say a g force of 3 times
So the force the 300 pound person will create is 900 pounds of force.
Then simply take the measurements of the hatch, put the 900 pound force in the middle, choose simply supported perimeter conditions, assume the guy is standing on one foot, as you can not really guarantee that he is not, and check the deflection.
Or you should be able to enter, your max deflection that you want to allow, the max loading, perimeter conditions, which will give you the numbers to design your laminate/core schedule.
1) Is the top skin capable of withstanding a load before puncture or failure? and
2) The OP is trying to calculate the amount of deflection of the cored hatch
With this in mind, the deflection is a result of a Load in pounds NOT pressure in psi. Ie a 600 pound force over 1/2 a square inch is 1200 psi and the same load applied over 1 square inch is 600 psi. The deflection is determined by the 600 pound load. (very small variances due to the slightly larger footprint)
The plate deflection calculators, abundant on the internet, require input in say pounds, inches etc to calculate bending stresses and deflection
With the calculators are inputs to the type of plate support at the perimeter. Ie a plate welded around the perimeter will deflect less than a simply supported, ie resting on a sill,
So the goal is to figure out what load/force a 300 pound person, in a dynamic situation , wave slam etc , would produce and apply this force to the center of the hatch to calculate the deflection.
The vertical down force a person will exert on the hatch is a function of the acceleration in the vertical up direction that the boat may be subject to. Say a g force of 3 times
So the force the 300 pound person will create is 900 pounds of force.
Then simply take the measurements of the hatch, put the 900 pound force in the middle, choose simply supported perimeter conditions, assume the guy is standing on one foot, as you can not really guarantee that he is not, and check the deflection.
Or you should be able to enter, your max deflection that you want to allow, the max loading, perimeter conditions, which will give you the numbers to design your laminate/core schedule.
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