Calculating max load of storm shelter

  • Thread starter Thread starter rimmer2300
  • Start date Start date
  • Tags Tags
    Load Max Storm
AI Thread Summary
The discussion centers on calculating the maximum load capacity of a 5ft x 5ft x 5ft storm shelter made from 3/8" carbon steel AISI 1018. Participants clarify that simple stress calculations (F/A) are insufficient for structural integrity, as different load types (bending, torsion, tension, compression) require specific formulas. Suggestions include overbuilding the structure for safety and reinforcing walls and corners. One contributor estimates a maximum allowable compressive load of 80.9 kN for the box. Accurate calculations depend on understanding the load application and using appropriate engineering principles.
rimmer2300
Messages
2
Reaction score
0
Easy question

Have a 5ft x 5ft x 5ft structure made from 3/8 carbon steel AISI 1018 I think

What is the max load this thing can take? What's the formula?

Stress=F/A

F=Stress*A?

Do I use the Modulus of Rigidity? Elasticity? Where can I find these values?

thanks
 
Engineering news on Phys.org
It's just a box? No, you can't just use sig=F/A...that is for loads on a surface. For structural integrity you have to get into a bit more work. Especially if it is a frame
 
Yes it's just a box

3/8" Steel welded up to connect the walls

Any suggestions where I can find the correct formulas?

Been a while since college and can't remember where all that stuff is

thanks
 
I think you should put some figure how you apply the load, is it bending, torsion, tension or compress. Different situation will have different formula.
 
My suggestion. Overbuild. Don't worry too much about the load calcs. If it is well built and overbuilt, you should have no worries. I doubt you are going to settle for a 20% factor of safety, so why not reinforce all the walls and ceiling and gusset your corners and make that baby unbreakable?
 
rimmer2300: There is not really an easy formula. I assumed there is a compressive load, P, evenly distributed over the top surface of the box. I currently got a maximum allowable load of P = 80.9 kN. Therefore, it currently appears the box will resist a compressive load of at least 80.9 kN.
 
How did you find PF?: Via Google search Hi, I have a vessel I 3D printed to investigate single bubble rise. The vessel has a 4 mm gap separated by acrylic panels. This is essentially my viewing chamber where I can record the bubble motion. The vessel is open to atmosphere. The bubble generation mechanism is composed of a syringe pump and glass capillary tube (Internal Diameter of 0.45 mm). I connect a 1/4” air line hose from the syringe to the capillary The bubble is formed at the tip...
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'd like to create a thread with links to 3-D Printer resources, including printers and software package suggestions. My motivations are selfish, as I have a 3-D printed project that I'm working on, and I'd like to buy a simple printer and use low cost software to make the first prototype. There are some previous threads about 3-D printing like this: https://www.physicsforums.com/threads/are-3d-printers-easy-to-use-yet.917489/ but none that address the overall topic (unless I've missed...
Back
Top