Calculating Load from Modulus of Rupture

  • Thread starter Thread starter utslam
  • Start date Start date
  • Tags Tags
    Load Modulus
Click For Summary
SUMMARY

The discussion focuses on calculating the load capacity of a structure with four legs, each measuring 6" x 6" square. The Modulus of Rupture for the leg bottoms is specified as 1100 lbs/in². The original calculation yields a breaking load (P) of 413 lbs per leg, leading to a total capacity of 1,653 lbs for all legs combined. However, the participant suggests a revision of the formula to account for distributed load across the legs, indicating a need for further analysis of the load distribution mechanics.

PREREQUISITES
  • Understanding of structural engineering principles
  • Familiarity with the Modulus of Rupture concept
  • Knowledge of load distribution mechanics
  • Proficiency in algebraic manipulation of equations
NEXT STEPS
  • Research the application of the Modulus of Rupture in structural analysis
  • Study load distribution techniques in structural engineering
  • Learn about the effects of distributed loads on structural integrity
  • Explore advanced structural analysis software tools for load calculations
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in designing or analyzing load-bearing structures will benefit from this discussion.

utslam
Messages
2
Reaction score
0

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?
 
Physics news on Phys.org
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.
 

Similar threads

  • · Replies 5 ·
Replies
5
Views
4K
  • · Replies 2 ·
Replies
2
Views
4K
Replies
19
Views
9K
  • · Replies 22 ·
Replies
22
Views
4K
  • · Replies 8 ·
Replies
8
Views
3K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 5 ·
Replies
5
Views
6K
  • · Replies 1 ·
Replies
1
Views
3K
Replies
13
Views
4K
  • · Replies 8 ·
Replies
8
Views
4K