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There are two square tubes of the same length, material and wall thickness, one being 40x40mm, the other 20x20mm. How does their strength against bending compare?

On the one hand, the cross-sectional area of the 40mm tube is 4 times bigger. On the other hand, I guess it is mostly the two walls that are in the same plane as the bending force that work against it. The other two walls provide very little resistance comparing to the first two. And because the surface of the "working" walls of the 40mm tube is twice as much bigger as those of the 20mm one, I am inclined to think that the 40mm tube is roughly twice as much stronger. How does this conclusion stand?

More specifically, this question is about galvanized steel tubes with 1.6mm thick walls:

enter image description here

I am looking at using them as two or more horizontal beams 2.4m long which will take some evenly distributed load. The vertical space is limited so that I would rather use four/eight/sixteen 20mm tubes than two 40mm ones. But how many 20mm tubes would be roughly equal to two 40mm ones?

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    $\begingroup$ The 40x40 mm, has a bigger vertical distance to neural axis, it means more normal stress caused by bending moment. Take a look here strucalc.com/normal-stress-bending-stress-shear-stress $\endgroup$ – Sam Farjamirad Aug 9 '18 at 8:39
  • $\begingroup$ How are the horizontal beams themselves supported... are they fixed at the ends? Resting on the ends? Supported underneath by yet more cross-members? $\endgroup$ – elliot svensson Aug 9 '18 at 16:31
  • $\begingroup$ @elliotsvensson They rest on the ends 40mm on each side. $\endgroup$ – Greendrake Aug 9 '18 at 23:36
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Flexural capacity is based on the stress at the extreme fiber (the point farthest vertically from the neutral axis).

$$\sigma = \frac{My}{I}$$

Or, rearranging

$$M = \sigma \frac{I}{y} = \sigma S$$

M = moment capacity

$\sigma$ = allowable stress

S = I/y = section modulus

So the relative capacity of the tubes will be a function of their section moduli.

For a rectangular tube:

$$S = \frac{BH^2}{6} - \frac{bh^3}{6H}$$

rectangular tube

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  • $\begingroup$ So it turns out 40mm square tube is 4.5 times stronger than 20mm one! $\endgroup$ – Greendrake Aug 9 '18 at 10:10
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    $\begingroup$ +1 for your beautiful diagrams. These are always a welcome sight. $\endgroup$ – Mark Aug 9 '18 at 10:34
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The second moment area of a hollow square section, I, can be calculated by subtracting the I of hole from the I of square.

We call the outer side ,a and inner side b.

$$ I = \frac {(a^4-b^4)}{12} $$

And $$ S = \frac {(a^4-b^4)}{6a} $$

So roughly, you need three of the smaller size beams for each 40x40 mm.

But since the deflection of the smaller beam will be THREE times more under the same load, we need to check on that not to become too excessive.

square hollow section

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  • $\begingroup$ Given that load is distributed evenly across all beams, three small beams will deflect the same as one big one, correct? $\endgroup$ – Greendrake Aug 9 '18 at 23:41
  • $\begingroup$ Yes the deflection is the same but the support will be springy and soft. Remember when place a load p on a beam even gently, you dynamically applying three to four times the p. It is the reason soft ceilings even though structurally sound have excessive vibration under the foot traffic. The utility of a beam is to be able to support the load while it doesn't deform or vibrate much. But if we want to design a suspension system it is desirable for it to be very soft. $\endgroup$ – kamran Aug 10 '18 at 0:30
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Contrary to popular opinion, the smaller tubes will provide greater strength under load than the larger tubes. Here's why: Four 20x20mm tubes have a greater cross sectional surface area than a single 40×40mm tube. In fact, the 20×20 occupy the same external volume but have treble the strength according to the physical size. This issue is directly related to the square-cube law. Because the work of fracture required to cause structural failure in all 4 of the 20×20 tubes is higher, it is therefore more reliable. If the 4 20×20 tubes are spot welded together, their structural strength may be decreased but the rigidity of the whole resultant 40×40 tube will be 3 times stronger because of the internal cross of material measuring 3.2mm thick in the shape of a "+". Obviously the 40×40mm tube does not have that rigidity or ability to resist deflection as well as 4 20×20mm tubes welded together as a 40×40mm tube. Another advantage of the 20×20mm is their ability to resist torsion better when welded together as a box tube.

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