Calculating Load from Modulus of Rupture

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The discussion revolves around calculating the load capacity of a structure with four legs, each having specific dimensions and a Modulus of Rupture of 1100 lbs/in^2. The initial calculation suggests that each leg can support 413 lbs based on the formula provided. However, there is a debate about whether the load is distributed across multiple square inches, leading to a potential total capacity of 1,653 lbs per leg and 6,612 lbs for the entire structure. A revised formula is proposed to account for the distribution of pressure rather than a single point load. The conversation emphasizes the importance of accurately considering load distribution in structural calculations.
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Homework Statement



There is a structure with four legs. each leg is 6" x 6" square. The bottom of each leg is 6"W x 6"L x 3/4" H. Each leg has a foot which is 4" x 4" x 4". The foot is placed in the center of the leg. The question is how much weight can the legs support before the bottom of the leg collapses.

The Modulus of Rupture of the leg bottom is 1100 lbs/in^2


Homework Equations



Modulus of Rupture = (3 x P x L)/(2 x b x d^2)

P = breaking load
L = distnace between knife edges
b = width
d = depth

The Attempt at a Solution



I rearranged the above formula to

P = M x 2 x b x d^2/ 3 x L

P = 1102 x 2 x 6 x 0.75^2/ 3 x 6 = 413 lbs.

However, I think this is assuming all of the load is applied on one square inch. Since the load is applied acrross four square inches. Does that mean each leg can support 4 x 413 lbs (1,653 lbs. So the whole sturcture can support 6,612 lbs?
 
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Actually, I think the formula should be

M = 3 x P x (L-Li)/(2 x b x d^2)

since there is not a single point of pressure.
 

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